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2401 MAYPORT RD COMM18-0022a th c�PyF a 130 _ MPH MPH MPH 1 w NB�VER T. n1 Nn 08 -2S -29E 2.46 W ' �m Bim" PT GOVT LOT 2 RECD 0/R N UTL 18318-2186 DUVAL COUNTY, FLORIDA i 2017 FLORIDA BUILDING CODE, 6th EDITION 2017 FLORIDA FIRE PREVENTION CODZ,5tb, EDITION NATIONAL ELECTRIC CODE, NEPA 70 2014 ODITION BUILDING CODE SUMMARY: BUILDING OCCUPANCY R-1 NUMBER OF STORIES 3 NEWLY CONSTRUCTED AREA 276 S.F. SPRINKLERED NO CONSTRUCTION TYPE 1116, 111(200) TYPICAL CONSTRUCTION NOTES: 1, WALLS ARE NOMINAL 8"x8"x16° CONCRETE MASONRY UNITS (CMU) REINFORCED PER STRUCTURAL DRAWINGS. EXTERIOR COATING SHALL BE 3 -PART STUCCO SYSTEM WITH ELASTOMERIC COATING IN A COLOR CHOSEN BY THE OWNER. STUCCO SHALL HAVE CONTROL JOINTS PER DRAWINGS, LOCATED AT EACH FLOOR'S FINISHED FLOOR LEVEL. 2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED 3. CONTRACTOR SHALL SELECT EXTERIOR BUILDING PRODUCTS APPROVED BY THE FLORIDA BUILDING COMMISSION AND BEARING PRODUCT APPROVAL NUMBERS FOR PANEL WALLS, EXTERIOR DOORS, ROOFING PRODUCTS, SKYLIGHTS, WINDOWS, SHUTTERS, STRUCTURAL COMPONENTS, AND BUILDING ENVELOPE PRODUCTS OF NEW TECHNOLOGY. 4. VERIFY LOCATIONS OF UNDERGROUND UTILITIES BEFORE EXCAVATING. 5. ELEVATOR HOISTWAY SHALL BE CONTRUCTED IN ACCORDANCE WITH REQUIREMENTS OF THE ELEVATOR VENDOR'S APPROVED SHOP DRAWINGS. ANY CONFLICTS BETWEEN THE CONSTRUCTION DOCUMENTS AND THE ELEVATOR SHOP DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION INA TIMELY MANNER TO PREVENT DELAYS IN CONSTRUCTION. F— U Lu F— U of UJ c' z 2 o' NORTH SITE PLAN NOT TO SCALE NORTH ROOF PLAN 1/4" = 1'-0" EXISTING CON SIDEWALK STING BUILDING , ' 12'-0" 5'-10" EXISTING CONC. 0. SIDEWALK of EXISTING CONC. 61 4'_7" 3'-6" 7 i.n WALKWAY SLOP CNC. l') AWAY -_RDM OP'G. .111111111111117, HOUSEKEEPING ROOF BELOW w a 0 J cn 2 -HOUR FIRE RATED g,_8„ SHAFT CONSTRUCTED IN ACCORDANCE WITH UL D �I-�1 No. U905 QD2nd & 3rd FLOOR PLAN 1/4" = 1'-0" EXIST'G. PANEL WOMEN FA] PD MEN 12'-6" EXISTING CONC. SIDEWALK I ; _4. '-1 '� '-1 ' 2 -HOUR FIRE RATED SHAFT CONSTRUCTED IN i -- ACCORDANCE WITH UL DESIGN No. U905 II !' CONC. E �I1111111111111111�111111111111 • IDOOR"& FRAME —H EXISTING CONC.� SIDEWALK EXISTING J� GUARDRAIL-, EXISTING LANDSCAPED AREA EXISTING CONC SIDEWALK EXISTING CONC. SIDEWALK 5'- 10 3'-6" '-7' EXISTING CONC. 11 SIDEWALK (H M. 42"x84" NOM. LADDE SIVE) ELEVATOR ELEVATOR HOISTWAY MACHINE ROOM 8,-0„ 8„ 8,-4" 18'-4" EXISTING LANDSCAPED AREA NORTH 1 st FLOOR PLAN 1/4" = 1'-0" c� z 0 J_ m CD z V) x li, WEST ELEVATION 1 1/4" = l' -O" JOINT LL_of STUCCO CO JOINT ININ JOINT 3 -COAT STUCCO W/ ELASTOMERIC COATING OVER CMU 3 EAST ELEVATION 1/4" = 1'-0" 42"H GUARDRAIL EXIST'G. CONC. SLAB 42"H GUARDRAIL- EXIST'G. CONC. SLAB EXIST'G. CONC. SLAB I t 2 SOUTH ELEVATION 1/4" = 1'-0" —PAINTED WD. TRIM --CRICKET TO CMU WALL W/ MTL. FLASHING ,r -EXISTING ROOF STRUCTURE MODIFY EXISTING GUARDRAIL 0111000 -LaiJL L�NI NN � Off [IT 011110 0111110 _Li LU I 3 -COAT STUCCO W/ ELASTOMERIC COATING OVER CMU MODIFY EXISTING GUARDRAIL 111111ilillillillim z Q F- J D z 0 v ui cn N Lu v 1- FICE CCPY 4 NORTH ELEVATION DO NOT SCALE THE DRAWINGS 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 5TH REVISION Q O � 2ND REVISION IST REVISION OCTOBER 11, 2018 N PROJECT NUMBER 20180402 C Q � Q D Q o i _� O U_ LU N S U W W om LjQ O U W O O Z Z Lu _j < ui cn N Lu v 1- FICE CCPY 4 NORTH ELEVATION DO NOT SCALE THE DRAWINGS 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION OCTOBER 11, 2018 ISSUE DATE AUGUST 14, 2018 PROJECT NUMBER 20180402 PLANS, ELEVATIONS, & DETAILS A�l U LL 0 n 0 MODIFIED BITUMEN ROOFING METAL FLASHING OVER LIGHTWEIGHT INSUL. OVER P.T. FASCIA CONC. ON METAL DECK f3 COAT STUCCO W/ ELASTOMERIC COATING OVER CMU HOISTWAY SECTION Q. 1 Lu 1/2" = l'-0°' W Lu 0 z a J N z O U lu, VENTILATION LOUVER � w � N 0 MODIFIED BITUMEN ROOFING Q HOISTWAY a J OVER STRUCTURAL PLYW'D. �o BEAM Lll 1, O DECK W N 2 U CRICKET FLASHING Q Lu lV J d - I LV z O " Q` � Z I0 Q ZZ W 0 az�� EXISTING ROOF W rFW- TRUSSES 0 of a x Opt L) w a EXISTING ROOF W & SOFFIT W Y 00 I F- Q COORDINATE MASONRY N OPENING SIZE W/ O ELEVATOR REQUIREMENTS 0 I 00 EXISTING OPEN COORIDOR CONC. - SLOPE AWAY FROM OPENING X. EXISTING CONC. SLAB NEW ELEVATOR HOISTWAY I 00 EXISTING OPEN COORIDOR EXISTING CONC. SLAB CO I EXISTING OPEN 00 COORIDOR EXISTING CONC. SLAB f3 COAT STUCCO W/ ELASTOMERIC COATING OVER CMU HOISTWAY SECTION Q. 1 Lu 1/2" = l'-0°' W Lu 0 z a J N z O U �O Q O � w � N 0 ate. Q a a J Q �o u- Lll 1, O V- W N 2 U W om Q Lu lV J _U LV z O " Q` � Z W Q �O I N w N M a w J CL u- Lll 1, W Lu v N No O Goo ,1 J lV u- r ►n Q O O " Q` � co���0 O Q ZZ W 0 az�� W rFW- 0 of a x Opt L) w a W = W Y F- Q J N7 O �O I w N a 1 0 z ID DO NOT SCALE THE DRAWINrc 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 28, 2018 PROJECT NUMBER 20180402 SECTIONS & DETAILS A-2 rl Lu W W cn I H V Lu U a W W m Z O 0 N GENERAL NOTES: 1. GENERAL INFORMATION 1. IF THE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT RESTRICTIONS AND REQUIREMENTS SHALL GOVERN. 2. PLAN NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. TYPICAL DETAILS AND SECTIONS NOT CUT ON THE PLANS SHALL APPLY UNLESS NOTED OTHERWISE. 3. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 4. CONTRACTORS ARE REQUIRED TO COORDINATE THEIR RESPECTIVE WORK WITH ALL OTHER DISCIPLINES TO AVOID ANY CONFLICTS DURING CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS. 5. LOCATION, SIZES AND QUANTITY OF ALL OPENINGS MAY NOT BE COMPLETELY INDICATED ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL OPENINGS WITH ALL OTHER DISCIPLINES PRIOR TO ANY FABRICATION. 6. CONTRACTORS ARE REQUIRED TO VERIFY EXISTING CONDITIONS PRIOR TO ANY FABRICATION OR CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, NOTIFY A/E IMMEDIATELY FOR MODIFICATIONS TO THE DRAWINGS. 7. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING, UNDERPINNING, ETC. THE A/E IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR SAFETY PROCEDURES DURING CONSTRUCTION. 8. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. 9. THE DESIGN OF LIGHT -GAGE COLD FORM STEEL AND ASSOCIATED CONNECTIONS SHALL BE DESIGNED BY A SPECIALITY ENGINEER REGISTERED IN THE STATE OF FLORIDA. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL AND BEAR THE SEAL AND SIGNATURE OF THE SPECIALTY ENGINEER. 10. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSION AND CONDITIONS OF EXISTING STRUCTURE AND SITE THAT ARE AFFECTED BY NEW WORK PRIOR TO ANY ERECTING OR FABRICATION OF NEW STRUCTURAL STEEL. 11. CONTRACTOR SHALL MAKE ALLOWANCE FOR SUPPLYING USEDA N PLACE ND ERECTING AT THE DISCRETION TONS OF REINFORCED � THE STRUCTURAL ENGINEER. OF STRUCTURAL STEEL OF VARIOUS SIZES TO BE 2. DESIGN 1. BUILDING CODE: THE FLORIDA BUILDING CODE 6TH EDITION, (2017) 2. DESIGN CODES: (LATEST EDITION, U.N.O.) - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10) - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530-11 - SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC 360-10) - STEEL DECK INSTITUTE (SDI) LEAST TWO THIRDS OF THE 28 OF VERTICAL SHORES - AMERICAN IRON AND STEEL INSTITUTE (AISI) DESIGN STRENGTH. A COMPRISE AT LEAST 50% - AMERICAN CONCRETE INSTITUTE (ACI), 318-11 TWO SETS SHORES AND RESHORES SHALL - CONCRETE REINFORCING STEEL INSTITUTE (CRSI) REQUIREMENTS SET FORTH - STRUCTURAL WELDING CODE ANSI/AWS D1.1 REGISTERED 3. DESIGN LOAD CRITERIA: Q ROOF - GRAVITY LOADS: 25 PSF - DEAD LOADS FOR ROOF SYSTEM............................................................. LIVE LOADS_ - ROOF LIVE LOAD: 1. ORDINARY ROOFS (ADJUSTABLE FOR ROOF PITCH ............................................ 20 PSF A.) ELEVATOR HOIST BEAM...............................................................................5000 lbs CAPACITY VERIFY WITH EUIPMENT SUPPLIER B.) STORAGE ....................... ........100 PSF o WIND LOAD CRITERIA: BASIC WIND SPEED.........................................................: Vult = 130 MPH (3 SECOND GUST) - Vasd =102 MPH (3 SECOND GUST) - WIND RISK CATEGORY ................................................ II ENCLOSED - ENCLOSURE CLASSIFICATION .............................................: D - WIND EXPOSURE CATEGORY ...........................................: - INTERNAL PRESSURE COEFFICIENT .................................. f 0.18 - REFER TO SHEET SO.2 FOR WIND PRESSURE TABLES AND DIAGRAMS. 3. EARTHWORK/FOUNDATION NOTES 1. BUILDING FOUNDATION DESIGN BASED ON NET ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF FOR COLUMN SPREAD FOOTINGS AND FOR CONTINUOUS WALL FOOTINGS. 2. BUILDING FOUNDATION SHALL BE PLACED ON FIRM, UNDISTURBED NATURAL SOILS OR ON ENGINEERED FILL MATERIAL. FOR AREAS REQUIRING ENGINEERED FILL, THIS MATERIAL SHALL CONSIST OF CLEAN GRANULAR FILL COMPACTEDENGINEERED FILL TO BE FIELD VERIFIED CED IN LIFTS AS RECOMMENDED THE SOILS ENGINEER ON ENGINEER S TE PRIORI TO COIL BEARING PRESSURE OF ENG CONSTRUCTION. 3. SUBBASE MATERIAL UNDER SLABS -ON -GRADE TO BE CLEAN GRANULAR FILL COMPACTED AS RECOMMENDED BY THE SOILS ENGINEER ON SITE. 4. BACKFILL AGAINST GRADE BEAMS AND SITE WALLS SHALL BE PLACED EVENLY ON BOTH SIDES. 5. UNDERCUTTING OF THE SOIL FOR FOUNDATION AND/OR PLACEMENT MAY BE REQUIRED. THE STRUCTURAL DRAWINGS MAY NOT INDICATE THE ENTIRE SCOPE OF UNDERCUTTING, FILL, BAD SOIL OR ROCK REMOVAL THAT MAY BE BIDDING, TO ASSESIN THE DESIGN S THE EXTENT OF EXCAVAING TIONPANDSURES. IT IS THE COMPACTION THAT MAY BECONTRACTOR'S REQU RED OTO II e MEET THE DESIGN CRITERIA. 6. IF DEWATERING IS REQUIRED, SUMPS SHALL NOT BE PLACED WITHIN THE FOUNDATION EXCAVATION. 7• GEO-TECHNICAL REPORT BY UNIVERSAL ENGINEERING SCIENCES, PROJECT No.0930-1800117.0000 REPORT # 1573104 DATED MAY 30,2018 STRICTLY FOLLOW SITE RECOMMENDDATIONS LISTED IN THE REPORT. 4. CONCRETE 1. ALL CONCRETE, UNLESS OTHERWISE NOTED IN SCHEDULES OR DETAILS, SHALL HAVE A MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH OF 4000 PSI. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). FOOTINGS .................................................... F'c = 4000 PSI SLAB ON GRADE ........................................ F'c = 4000 PSI SLAB ABOVE GRADE. .............................. F'c = 4000 PSI ALL OTHER ................................................. F'c = 4000 PSI 2. ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR -ENTRAINED. FOR SURFACE FINISHES AND OTHER REQUIREMENTS, REFER TO THE CONCRETE SPECIFICATIONS. 3. DETAILS OF FABRICATION OF REINFORCEMENT, HANDLING AND PLACEMENT OF THE CONCRETE, CONSTRUCTION OF FORMS AND PLACEMENT OF REINFORCEMENT, NOT OTHERWISE COVERED BY THE PLANS AND SPECIFICATIONS, SHALL COMPLY WITH THE LATEST ADDITION OF THE A.C.I. CODE AND C.R.S.I. REQUIREMENTS. 4. ALL MISCELLANEOUS ITEMS TO BE INSTALLED IN ANY CONCRETE WORK, SUCH AS PIPES, ELECTRICAL CONDUITS, DOVETAIL ANCHOR SLOTS, RELETS, ETC., SHALL BE PROPERLY LOCATED, INSTALLED AND CHECKED PRIOR TO PLACEMENT OF CONCRETE. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR THE EXACT EXTENT AND LOCATION OF THESE ITEMS THAT ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. 5. PROVIDE SLEEVES FOR ALL PIPE AND CONDUIT PENETRATIONS IN FOUNDATION WALLS, GRADE BEAMS, WALL FOOTINGS AND TRENCH FOOTINGS TO TOTALLY SEPARATE THE PIPES FROM THE CONCRETE. REFER TO TYPICAL DETAILS. 6. CONTROL JOINTS, IF NOT SHOWN ON DRAWINGS, SHALL BE PROVIDED IN ALL SLABS -ON -GRADE THAT ARE EXPOSED OR THAT SUPPORT BRITTLE FINISHES SUCH AS CERAMIC TILE OR TERAZZO. JOINTS SHALL BE LOCATED ON EACH COLUMN LINE AND NOT TO EXCEED 15' IN EITHER DIRECTION U.N.O. SEE TYPICAL SLAB -ON -GRADE DETAILS. 7. THE SAW CUTTING OF CONTROL JOINTS IN A SLAB -ON -GRADE MAY BEGIN WHEN THE CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE THE SURFACE AND BEFORE THE CONCRETE DEVELOPS RANDOM SHRINKAGE CRACKING. SAW CUTTING MA BEGIN AND FINISH WITHIN 4 TO 12 HOURS AFTER SURFACE FINISHING IS COMPLETE. 8. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS FOR REVIEW AND APPROVAL. MINIMUM FREQUENCY OF TESTING FOR EACH CLASS OF CONCRETE IS THE GREATEST OF: A) ONCE EACH DAY. B) ONCE FOR EACH 100 CY. C) ONCE FOR EACH 5000 SF OF SLAB OR WALL SURFACE AREA. D) FIVE TESTS 9. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR APPROVAL 10. FORMWORK AND SHORIIJG (CONCRETE SLABS AND BEAMS): NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT STORIES OF SHORING AND (/OR) RESHORING SHALL BE USED WHICH SHALL LEAST TWO THIRDS OF THE 28 OF VERTICAL SHORES DAY THAT DESIGN STRENGTH. A COMPRISE AT LEAST 50% MINIMUM OF 3 CONSIST OF ONE COMPLETE SET OF VERTICAL SHORES AND DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, TWO SETS SHORES AND RESHORES SHALL MEET REQUIREMENTS SET FORTH OF A COMPLETE SET. IN ACI STANDARDS 347 AND 301. DRAWINGS FOR SHORING AND RESHORING SHALL BE PREPARED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. Q W O 6. STRUCTURAL STEEL 1. DETAILS FOR DESIGN, FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST A.I.S.C. STANDARDS UNLESS OTHERWISE NOTED OR SPECIFIED. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING U.N.O. ON THE STRUCTURAL DRAWINGS: -WIDE FLANGE SHAPES ............................... ASTM A572 OR ASTM A992 (Fy =50 KSI) -CHANNELS, ANGLES,` PLATES, BARS •••••••" ASTM A500 GRADE B (Fy = 46 KSI) -RECTANGULAR TUBES (HSS) ..................... -STRUCTURAL PIPE ..................................... ASTM A53 GRADE B (Fy = 35 KSI) 3. ALL STRUCTURAL BOLTS (INCLUDING WASHERS AND NUTS) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 325 OR A490. ALL BOLTS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION U.N.O. BOLTING OF STRUCTURAL STEEL SHALL CONFORM TO THE PROVISIONS OF RCSC "SPECIFICATIONS" FOR STRUCTURAL JOINTS USING ASTM A 325 AND A490 BOLTS. 4. MINIMUM SIZE OF BOLTS SHALL BE 3/4" DIAMETER, AND EACH CONNECTION SHALL HAVE A MINIMUM OF 2 BOLTS WITH ONE HARDENED WASHER PER BOLT. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM F-1554, GRADE 36, AS NOTED ON THE DRAWINGS. REFER TO TYPICAL DETAIL FOR SIZE AND LENGTH. 6. PERMANENT MACHINE BOLTS, USING AN APPROVED TYPE OF SELF ANCHORING HEX NUT, MAY BE USED FOR SUCH MINOR CONNECTIONS AS SHELF ANGLES, CLOSURES, ETC. 7. EXPANSION BOLTS SHALL BE A MINIMUM OF 31'4 DIAMETER (HILTI KWIK BOLT II OR APPROVED EQUAL) WITH A MIN. EMBEDMENT OF 34" INTO CONCRETE AND 54" INTO GROUT FILLED CONCRETE MASONRY UNITS. 8. EPDXY ANCHOR BOLTS SHALL BE A MINIMUM OF HITLI RE500-SD (OR APPROVED EQUAL). MINIMUM EMBEDMENT SHALL BE 12" TIMES BAR DIAMETER U.O.N. FOLLOW ALL WRITTEN MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. 9. WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S (AWS) STRUCTURAL WELDING CODES. ALL WELDING SHALL BE PERFORMED BY PREQUALIFIED WELDERS. 10. WELDED CONNECTIONS FOR STEEL MEETING ASTM A992 OR A572 SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. OTHER WELDED CONNECTIONS TO BE MADE WITH REGULAR E70XX ELECTRODES. 11. WELDS NOT OTHERWISE NOTED ON DRAWINGS SHALL BE CONTINUOUS FILLET WELDS. THE MINIMUM SIZE SHALL BE Y4 , (MIN. 2. -12) OR AS REQUIRED BY THE AISC SPECIFICATIONS, WHICHEVER IS LARGER. 12. MINIMUM THICKNESS OF ALL CONNECTION MATERIAL SHALL BE Y4". 13. UNLESS NOTED OTHERWISE-, ALL SIMPLE BEAM SHEAR CONNECTIONS SHALL BE MADE USING DOUBLE ANGLE CONNECTIONS. CONNECTIONS SHALL BE HIGH STRENGTH BOLT BEARING TYPE WITH THREADED PARTS INCLUDED IN THE SHEAR PLANE. ALL CONNECTIONS, UNLESS FULLY DETAILED ON THE STRUCTURAL DRAWINGS, SHALL BE DESIGNED AND DETAILED BY THE STRUCTURAL STEEL FABRICATOR TO MEET BOTH AISC AND OSHA REQUIREMENTS. REFER TO TYPICAL DETAILS FOR TYPE OF SIMPLE BEAM CONNECTION AND MINIMUM BOLT REQUIREMENTS. 14. PROVIDE TEMPORARY ERECTION BRACING OF THE STRUCTURE UNTIL ALL PERMANENT LATERAL SUPPORT IS IN PLACE. FIELD PAINT, WHERE APPLICABLE, ALL FIELD WELDS, ABRASIONS, RUST SPOTS AND FIELD BOLTS ON STRUCTURAL STEEL, JOISTS AND DECKING AFTER ERECTION. 15. ALL EDGE ANGLES OR BENT PLATES SHALL BE FIELD APPLIED TO THE BEAMS WITH ±1/8" HORIZONTAL AND VERTICAL TOLERANCE TO FACILITATE OTHER INSTALLATIONS. 16. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STEEL. 17. ALL INTERIOR & EXTERIOR EXPOSED STEEL SHALL RECEIVE ONE SHOP COAT OF RED OXIDE PRIMER. INTERIOR STEEL BEAMS, COLUMNS, ANGLES ETC. ARE REQUIRED TO BE SHOP PRIMED PRIOR TO PAINTING EXPOSED STEEL. 18. SUBMIT SHOP DRAWINGS FOR STRUCTURAL STEEL FABRICATION FOR APPROVAL PRIOR TO INSTALLING WORK. 7. METAL ROOF DECK A. ALL METAL DECK MATERIAL, FABRICATION, AND INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF THE STEEL DECK INSTITUTE (SDI) "SPECIFICATIONS AND COMMENTARY" AND "CODE OF RECOMMENDED STANDARD PRACTICE". DECK SHALL BE GALVANIZED G-90. B. DECK SHALL BE PROVIDED IN A MINIMUM OF 3 SPAN LENGTHS WHERE POSSIBLE. C. METAL ROOF DECK IS DESIGNED AS A HORIZONTAL DIAPHRAGM. ALL WELDS SHALL BE 5/8" PUDDLE WELDS. WELDING PATTERN REFER TO THIS SHEET FOR TYPICAL ROOF DECK ATTACHMENT PATTERNS. D. PROVIDE ALL REQUIRED ACCESSORIES FOR A COMPLETE JOB INCLUDING DECK SUPPORT ANGLES AT COLUMNS AND DECK SPAN CHANGES, COVER PLATES, CLOSURES AND SUMP PANS. E. WHERE INDICATED ON DRAWINGS SHALL BE 22 GAGE, TYPE B - WIDE RIB (36" WIDE) ASSEMBLY, 0.0295" THICK, TOUGH TEMPER COLD ROLLED STEEL AND HAVING A MINIMUM YIELD STRESS (Fy) OF 33,000 PSI AND CORRUGATED TO A PATTERN OF %N6". THE DECK SHALL HAVE A MINIMUM SECTION MODULUS (SN) OF 0.186 IN.3/FT. WIDTH AND A3 MINIMUM MOMENT OF INERTIA (IN) OF 0.183 IN. 4/FT. 36„ 36/7/2 PATTERN ROOF DECK ATTACHMENT PATTERN NOT TO SCALE NOTES: 1. 5/8"0 PUDDLE WELDED CONNECTION ® 6" O.C. TO ALL SUPPORTS. 2. #12 TEK SCREWS AT 1/3 SPAN OF SIDE LAPS (2 PER SPAN). (ALL SCREWS SHALL BE EQUALLY SPACED). 3. WELD AT 6"O.C. AT PERIMETER SUPPORTS. E. SUBMIT METAL DECK SHOP DRAWINGS INDICATING TYPE AND PROPERTIES SPECIFIED. axe 9 U) w 0 Z Q W Z w 0 z V V w 0 REVIEWED FOR CODE COMPLIMXE CITY OF ATLA,%T!C 63EACH FOR ADDITIONAL Al'iD irC3NDI TICN'S -,d 2 ,` BOJ ,.•`vis a _ No. 17888 STATE OF iJ V� r t71F 9( i;'.iis«" W D N N W) Q 0 U � O > O LL W N U W om Q W O U N N W) LU J U LL WZ > L --ij 1: WvN J W L CDO�J r Ln Q Z0 W Q N N W) DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION IST REVISION & 10-12-18 ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 DESIGN CRITERIA AND LU J U LL Lij Imo. > L --ij 1: WvN 08 oZ W L CDO�J r Ln Q O O OF x Lu 0 aZo� V L o W ao w Ix o o� 1 ­ in � j< u -Z w Q w J Lu Y F Q J 0 r- fv DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION IST REVISION & 10-12-18 ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 DESIGN CRITERIA AND 8. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST ADDITION OF ACI 315, ACI 318, AND CRSI. 2. REINFORCEMENT SHALL HAVE DEFORMED SURFACES IN ACCORDANCE WITH ASTM A615 WITH MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. WELDED WIRE FABRIC SHALL BE SMOOTH CONFORMING TO ASTM A185. 4. PROVIDE CORNER BARS AT ALL WALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. 5. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE PROTECTION (CLEAR COVER) UNLESS OTHERWISE NOTED: - SURFACES NOT FORMED AND IN CONTACT WITH SOIL ...............: 3" - FORMED SURFACES IN CONTACT WITH SOIL OR WEATHER .........: 2" - BEAMS, GIRDERS AND COLUMNS .................................................: 1 1/2" - WALLS AND JOISTS.......................................................................: 3/4" - SLABS ON GROUND......................................................................: 2" FROM TOP 6. PROVIDE 40 BAR DIA. LAP AT ALL SPLICES U.O.N. WWF WIRE SPACING + 6". 7• WELDED WIRE REINFORCEMENT (WWR) IN THE CONCRETE SLAB -ON -GRADE SHALL BE SUPPORTED TO PROVIDE REQUIRED COVER/PLACEMENT DEPTH; AND PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT OPERATIONS. 9. REINFORCED MASONRY 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530-08/ASCE 5-08/TMS 404-08" BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", LATEST EDITION. 2. LAP VERTICAL BARS MINIMUM OF 48 BAR DIAMETERS WITH WIRE TIES. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" LIFTS MAXIMUM. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED, MASONRY SHALL BE Vm = 1500 PSI. 4. FILL ALL CELLS UP TO SLAB -ON -GRADE ALL AROUND BUILDING. 5. PROVIDE #9 GALV. HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16"O.C. VERTICALLY, UNLESS NOTED OTHERWISE. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN BOND BEAMS AT 8"O.C. VERTICALLY. LAP JOINT REINFORCEMENT @ 12"O.C. MINIMUM. 6. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 32 O.C. ACROSS VERTICAL CONTROL JOINTS IN WALLS AT 16"O.C. AND ACROSS VERTICAL CONTROL JOINTS IN BOND BEAMS. TOP AND BOTTOM REINFORCEMENT IN SPANDREL BEAMS SHALL BE CONTINUOUS ACROSS CONTROL JOINTS. 7. PROVIDE 8"x8" BOND BEAM @ TOP OF WALLS. REINFORCE BOND BEAM WITH (2) #5 PER 8" OF DEPTH. UNLESS NOTED OTHERWISE. 8. PROVIDE VERTICAL BARS AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF CONTROL JOINTS, REFER TO DETAIL B3/S4.2. 9. PROVIDE (2) #5 BARS VERTICAL AT 8"O.C. AT END WALLS. REFER TO PLANS FOR VERTICAL WALL REINFORCING. PROVIDE VERTICAL BARS EACH SIDE OF OPENINGS, 10. ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL BE FULL -BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES OR BY EQUIVALENT MECHANICAL ANCHORAGE. 11, VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS, VERTICAL CELL MEASURING NOT LESS THAN 3" AND HAVING A CLEAR AREA OF 10 SQUARE INCHES. 12. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 10 FEET, 13. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT NOT LESS THAN Y2" BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 14. WHERE LINTELS BEAR ON MASONRY WALLS, THEY SHALL BEAR ON EITHER A BOND BEAM COURSE OR CORES GROUTED SOLID. ALL LINTELS SHALL HAVE AT LEAST 8" OF BEARING AT EACH END UNLESS NOTED OTHERWISE. 15. ALL GROUT PLACED SHALL BE VIBRATED BY MECHANICAL VIBRATORS, 16. PROVIDE CONTROL JOINTS IN MASONRY WALLS AS INDICATED. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. i 10. SHOP DRAWING REVIEW: 1. ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED PROPERTY OF Suresh R. Patel, INC. ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THE EXPRESS, WRITTEN PERMISSION OF SURESH R. PATEL, INC. USERS WILL SIGN A RELEASE. 2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. I- U w f- U Q w w ry z 0 C 0 N TABLE I COMPONENTS & CLADDING WIND PRESSURES FOOTING S-1 ROOF PRESSURES IN PSF VERTICAL SURFACES PRESSURES IN PSF ZONE EFFAREA S37 a 3 KLF CV 5 PARAPET WIN 10 d ARCH'L - ARCHITECTURAL L - ANGLE B/ - BOTTOM OF 10 S.F. OR LESS - LONG BC +16 -67 LLH - LONG LEG HORIZONTAL +37 49 ±70 50 S.F. - LONG LEG VERTICAL BM +16 LP - LOW POINT +43 ±70 LW - LONG WAY BRG - BEARING MFR - MANUFACTURER C/C - CENTER TO CENTER 100 S.F. - MASONRY CIP +16 -47 MO - MASONRY OPENING +31 -36 ±70 500 S.F. OR LARGER - MATERIAL CL +16 -47 1 - MAXIMUM +27 -30 ±70 NOTES: 1. EDGE DISTANCE "a" = 3'-0" 2. THE PROPOSED STRUCTURE IS NOT LOCATED WITHIN A WIND BORNE DEBRIS AREA: 3. DESIGN PRESSURE VALUES FOR OTHER EFFECTIVE TRIBUTARY AREAS SHALL BE LINEARLY INTERPOLATED BETWEEN VALUES SHOWN. 4. DESIGN PRESSURE ARE ULTIMATE VALUES AND SHALL BE USED WITH LOAD COMBINATIONS PER ASCE 7-10 TOP OF SHEET I'! FOOTING S-1 EL.: S-2 SEE PLAN S37 a - APPROXIMATELY KLF CV d _a - ARCHITECT a. 10 d QO pi cn Q 3 z LL o0g ui Jcnd 1 d 1 4 d d ZONE ZONE O O SAME SIZE & NO. AS FTG. REINF. TOP OF F00 EL.: SEE PLS a a a�. 4 a d d / I I III=11 I=11 =111=I' 2'-0" MIN. 70, J LSE WHERE _APPLICi d d d i 2 SEE PLAN & SCHEDULE FOR FTG. SIZE & REINF. TYP. STEP FOOTING DETAIL SCALE: NONE NG PARAPET STANDARD ACI DIAMETER LAP TYP. SIMPLIFIED ELEVATION MAIN ROOF e da L • .• ; ADD CORNER -------.q :a BAR ON ALL ;, e CONTINUOUS ° BARS TO MATCH d . e' ' e SIZE OF. FTG. d e REINF. e: d A i e° d d e ' A ° ; 4 CONT. FTG. SEE PLAN '4° + • . AND SCHD. FOR SIZE e e AND REINFORCEMENT. 9A3TYP. CORNER REINF. DETAIL R FOOTINGS & BEAMS A4FO SCALE: NONE STRUCTURAL DRAWINGS INDEX SHEET I'! SHEET TITLE S-1 DESIGN CRITERIA AND GENERAL NOTES S-2 GENERAL NOTES AND TYPICAL DETAILS S37 PLANS & SECTIONS & DETAILS ABBREVIATIONS AB - ANCHOR BOLT K - KIP(s) ALT - ALTERNATE KIP(s) - 1000 POUNDS APPROX - APPROXIMATELY KLF - KIPS PER LINEAR FOOT ARCH - ARCHITECT KJ - CONSTRUCTION JOINT ARCH'L - ARCHITECTURAL L - ANGLE B/ - BOTTOM OF LG - LONG BC - BOTTOM CHORD LLH - LONG LEG HORIZONTAL BLDG - BUILDING LLV - LONG LEG VERTICAL BM - BEAM LP - LOW POINT BOTT - BOTTOM LW - LONG WAY BRG - BEARING MFR - MANUFACTURER C/C - CENTER TO CENTER MAS - MASONRY CIP - CAST IN PLACE MO - MASONRY OPENING CJ - CONTRACTION JOINT MAT'L - MATERIAL CL - CENTERLINE MAX - MAXIMUM CLR - CLEAR MECH'L - MECHANICAL CMU - CONCRETE MASONRY UNIT MTL - METAL COL - COLUMN MIN - MINIMUM CONIC - CONCRETE MISC - MISCELLANEOUS CONFIG - CONFIGURATION NS - NEAR SIDE CONT - CONTINUOUS NIC - NOT IN CONTRACT CONTR - CONTRACTOR NTS - NOT TO SCALE CTR - CENTER OC - ON CENTER DBL - DOUBLE OH - OPPOSITE HAND DET - DETAIL OPNG - OPENING DIA - DIAMETER PAF - POWDER ACTUATED FASTENERS DIM - DIMENSION PART - PARTITION DN - DOWN PART'L - PARTIAL DR - DOOR/DRAIN PCJ - PRECAST CONCRETE JOIST DWG - DRAWING PL - PLATE EA - EACH PLF - POUNDS PER LINEAR FOOT EE - EACH END PSF - POUNDS PER SQUARE FOOT EF - EACH FACE PSI - POUNDS PER SQUARE INCH EJ - EXPANSION JOINT PT - POST TENSIONED/PRESSURE TREATED EL - ELEVATION R - RISER/RADIUS ELEV - ELEVATION/ELEVATOR REG - REGULAR ENGR - ENGINEER REINF - REINFORCING EOR - ENGINEER OF RECORD REM - REMAINDER EOS - EDGE OF SLAB REQ'D - REQUIRED EQ - EQUAL REV - REVISED/REVISION EW - EACH WAY RM - ROOM EXIST - EXISTING RO - ROUGH OPENING EXP - EXPANSION RQMTS - REQUIREMENTS EXT - EXTERIOR SCHED - SCHEDULE FIN - FINISH SECT - SECTION FLR - FLOOR SIM - SIMILAR FND - FOUNDATION SL - SLOPE FOM - FACE OF MASONRY SOG - SLAB -ON -GRADE FS - FAR SIDE SP - SPIRAL FT - FOOT SQ - SQUARE FTG - FOOTING SS - STAINLESS STEEL GA - GAGE STD - STANDARD GALV - GALVANIZED, STL - STEEL GC - GENERAL CONTRACTOR STRUCT'L - STRUCTURAL GT - GIRDER TRUSS SW - SHEARWALL/SHORT WAY HC - HOLLOW CORE T/ - TOP OF HCP - HOLLOW CORE PLANK TB - TIE BEAM HDG - HOT DIPPED GALVANIZED TC - TIE COLUMN/TOP CHORD HIS - HIP GIRDER TEMP - TEMPERATURE HK - HOOK TJ - TIE JOIST HORIZ - HORIZONTAL T/0 - THRU OUT HP - HIGH POINT TR - TREAD/TRUSS HS - HIGH STRENGTH TYP - TYPICAL IJ - ISOLATION JOINT UNO - UNLESS NOTED OTHERWISE INFO - INFORMATION VERT - VERTICAL INT - INTERIOR W/ - WITH IRR - IRREGULAR W/O - WITHOUT JR - JAMB REINFORCING WD - WOOD JT JOINT WP WORK POINT WWR - WELDED WIRE REINFROCMENT n No. 17,388 .+ > STATE ,ATE C , = o r--00 W N v 00 0 ci "c -J a O 07) W Z (V ® 0 Q � O U - O Li.11.� > W L _ o W N z U WO W Q W m W 0 O U "c -J I- N W Z Q _j Zu~ W Q DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 ESIGN CRITER AND N N rn w Q J U - LL Li.11.� > W L _ o W��''OZ co O " J W - --T Y Lr) Q N CD Q C� ry@) Z w Q :r, Q Z,-) V a u a -It in 0� o w EE 0 0, t- Q O Q�sU LL W Lu cyJ = Lu z � Q J r� C) t\ Lf 7 DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 ESIGN CRITER AND �.1 v ry a w N_ cn V w F - z U a w w w Z 0 0 N EXISTING CONC. o SIDEWALK T/TIEB EL: 31'-8" TYP. ALL AROUND TYP. TIE BM: —� 7%"x 16" N = v L4x4xY4" LIJ ¢_ HOIST BM 3 N po W8X31 w W <n cn 4'-2» X 0 1 S-3 9,-8„ d- i TYPE 'B' - 11" ROOF METAL DECK t. + 6" TO 4" CONCRETE SLAB NORTH ROOF FRAMING PLAN 1/4" = 1'-0" EXISTING BUILDING TOP OF 2nd & 3rd FLOOR 12'-6" EXISTING CONC. 4'-711 WALKWAY SLOPIf CONC. 111 AWAY FROM OP'G. T/TIE BM I EL: 8'-2" N o TYPE 'B' - 11" ROOF 3 METAL DECK + 4" CONCRETE SLAB TIE BM: 7%"x 18" to 16" 4'-0" PARAPET TIE 2 SIDES 75/1" 2 T/TIE BM s_3 EL: 8'-0" NORTH MACHINE RM ROOF FRAMING PLAN 1/4" = V -0 - EXISTING TOP OF SLAB EL:O'-0" NG CONC. STE OOTING ALK ao _4„ 3'-10" F 8'- CF2.0 1911 MITRE 4" S.O.G fIL:'-q WITH 6X6 W1.4XW1.4 EXISTING CONC SIDEWALK 5'-10" N" Z 0 J ZD 9,-8» m 3'-6» 7, Z X ELEVATOR I HOISTWAY 1 S-3 A4 TYP. S-2 2nd 8c 3rd FLOOR ELEVATOR FRAMING PLAN 1/4" A 4TYP. WWF ®CENTER TOP OF PADTOP OF SLAB ITO MATCH EXISTING ( EL.( )4,-0„ 1'16" 8" CMU WITH SUMP #5@24" C/C PIT TYP. CF2.0 CF2,0 2'-0" WIDE X CONT X1'-0" 3-#5 CONT TOP & BOTTOM #3 TIES 0 16" C/C T.O.F. EL: -(2'-0") STEP FOOTING TYP. DETAIL A3/S-2 —� -0" 1 S-3 8 - 8„ 18'-4" NORTH 12'-8" FOUNDATION PLAN FILL 3 CELLS CORNERS (TYP.) FOOTING PAD 12' -8"x10' -4"x2'-0" DROP FOOTING 2'-0" FOR 5-6"x6'-0" AREA UNDER SUMP PIT IX C' z 0 J_ m CD z x w TYPICAL HOIST BEAM L4x4xY4" W8X31 EDGE ANGLE N po TYP. W EMBED X 0 QQ � O 00 TYP. EMBED R 36"x7NCONT. w/ C� y"'O W S ®24" C C Z EMBED R 4X12X12 W/4 -j" Ox6" W.S ° ° 3' TYP. VERT. REINF. — #5®16" C/C VERTICAL FILL ALL CELLS 8" CMU WITH HORIZ. JT. REINF. ® 16" C/C, -rYP. #5 DOWELS x 5'-0" @16" C/C, TYP. 4"-0%"" 4 VERIFY W1OX22 TYP BM J HOISTWAY BEAM TYP BM 00 I N T-- TYP BM NEW ELEVATOR HOISTWAY TYP BM TYPE 'B' - 11" ROOF METAL DECK + 4" TO 6" CONCRETE SLAB 6x6-W1.4xW1.4 W.W.F. cz L TYP. TIE BEAM ® ROOF 7%"x 16" 2 #6 TOP & BOT #3 TIES CSD 12" C.C. EXISTING ROOF TRUSSES EXISTING ROOF & SOFFIT EXISTING CONC. SLAB EXISTING CONC. SLAB TYPICAL 7j"X14" TIE BM (ALL LEVELS) 2-#6 T & B #3 TIES ® 12" C/C TYPICAL EXISTING CONC. SLAB I ° ° c • --- 1 I I=111=1 I I=1- �ll�ll�lllllllii COMPACTED FILL, TYP. III -II —I 1— c�11-i1 12" CMU WITH HORIZ. 1 1=� 1 d.. .a -Tj= JT. REINF. @16" C/C, TYP N � 111111/1 1'-6"TYP. = BITUMINOUS WATER 111-1 PROOFING, TYPICAL ALL 1-11- AROUND ELEVATOR ird 2' -0"x2' -0"x2'-0" DEEP SUMP, VERIFY LOCATION WITH ELEVATOR d ° °d,..°. d MANUFACTURER, IF APPLICABLE ° d° d 4 d d d DROP FTG. 2'-0" FOR 5'-6"x6'-0" AREA UNDER d SUMP PIT 0 I #6@12" O.0 EACH WAY 10'-4" O n 00 I r� 1 0 N _ #6@12" O.0 EACH WAY TOP & BOT - WATER PROOFING ALL AROUND ELEV. MAT. SECTION AT ELEVATOR 1/2" EL:12'-10"__ EMBED PLATE ° jX12X12 W/4-3/4" OX6" + W.S 3" TYP 8" CMU WITH #5®16" C/C VERTICAL EL:8'-2" FILL CELLS 2-U BLOCK 2 # 5 HORIZ TYP. ® PARAPET TYPE 'B' 1j" ROOF METAL DECK +4" CONCRETE SLAB -1-4X44 EDGE ANGLE (4 SIDES) ,.. 4� W1 Ox22 7j"X18"/10" TIE BM 2-#6 T & B #3 TIES ® 12" C/C TYPICAL @ LOW ROOF 4" S.O.G CD 12" CMU WITH HORIZ. JT. REINF. @ 16" C/C, TYP. e O O I I 2'-0" CF2.0 6x6-W1.4xW1.4 W.W.F. T.O.BM SLOPES FROM 8'-2" TO 8'-0" TYPICAL �— L4X4XJ EDGE ANGLE �-- TYP. EMBED R %"x7"xCONT. w/ Y2" O W.S. ® 24" C.C. �— 7j"X18" TIE BM 2-#6 T & B #3 TIES ® 12" C/C TYPICAL 8 CMU WITH #5@16" C/C VERTICAL TYP. - 8" CMU WITH HORIZ. JT. REINF. ® 16" C/C, TYP. R W o r- 00 F- y N Q) 00 Z CAI mo Z ;n N w u cin � J a � W) o Q N po W Q ato 0 QQ � O 00 > LL O C� W c\j Z j W Lj W o m �-- U_ -j W L1J z u H W Q ' ^.. V Z Q I N N uJ u J u- > Lu Imo. w E W o Z 00 0 -� lVu- 0 -�t �� u -)Q p u 0, E C) Q �= w aZ7. o� v a V W �Co FW - c> w EE o o-. I.- ®Q pav7 U- Z jr W Lu = Q J cr = w � Q J LO 10 M;k 4` Sq� en3FaPi7id)Iilrplllsf.. 'lr i DO NOT SCALE THE DRAWINGS �£ 5TH REVISION <'� 4TH REVISION 3RD REVISION �� SECTION @ MACHINE RM 7888 2ND REVISION 2 1/20' = 1'-0" M: IST REVISION 10-12-18 R ISSUE DATE AUGUST 29, 2018 a4 STATE OF PROJECT NUMBER 20180402 FRAMING PLANS & SECTIONS X GENERAL NOTES: `f 1. THE CONTRACTOR SHALL NOT TAKE POSSESSION OF OR DISPOSE OF ANY SALVAGEABLE ITEMS IN ASSOCIATION WITH THE WORK. ALL SALVAGEABLE ITEMS SHALL BE THE OWNER'S,, PROPERTY AT HIS OPTION. ALL UNSALVAGEABLE EQUIPMENT AND MATERIALS SHALL BECOME s THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE.SITE. < 2. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY MODIFICATIONS TO EXISTING SYSTEMS AND SHALL UPON N COMPLETION, DELIVER "AS -BUILT" DRAWINGS TO THE OWNER, INDICATING ANY SUCH CHANGES. Vi 3. CONTRACTOR SHALL PROVIDE ALL WORK REQUIRED TO PROVIDE COMPLETE CONDUIT SYSTEMS AND RUNS. THIS INCLUDES, BUT IS NOT LIMITED w _ TO, ALL MATERIALS, INSTALLATION HARDWARE, DRILLING OF WALLS/BEAMS, TRENCHING, MOUNTING HARDWARE, LABOR, PAINTING, REPAIRING OF EXISTING SURFACES, FIRESTOPPING AND ACCESSORIES. 4. PAINT ALL INTERIOR AND EXTERIOR, EXPOSED CONDUITS SAME COLOR AS SURFACE. 5. NEW DEVICES SHALL BE MOUNTED AT HEIGHTS AS SHOWN ON LEGEND AND MOUNTING DETAILS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS WITH SPECIFIED MOUNTING HEIGHTS. 6. CONDUITS SHALL BE CONCEALED IN WALLS, ABOVE CEILING SPACE, OR UNDERGROUND. SURFACE MOUNTED CONDUITS WILL BE PERMITTED ON EXISTING CONCRETE WALLS OR ON CEILINGS WITH NO CAVITY. 7. TRENCHING AND BACKFILL: EXISTING UTILITY LINES MAY BE IN THE PATH OF THE NEW UNDERGROUND CONDUIT INSTALLATIONS. THE USE OF CHAIN TRENCHING MACHINES WILL NOT BE PERMITTED. CONTRACTOR SHALL PROMPTLY REPAIR ANY UTILITY LINES DAMAGED BY HIS OPERATION. DISTURBED SURFACES SHALL BE RESTORED TO ITS ORIGINAL CONDITION. PROVIDE SOD, PATCH PAVEMENT, PATCH SIDE WALKS ETC. TO MATCH EXISTING. 8. ALL EXTERIOR JUNCTION BOXES SHALL BE CAST METAL, GASKETED, AND NEMA -3R. PAINT SAME COLOR AS SURFACE. 9. UPDATE PANEL BOARD DIRECTORIES TO REFLECT TYPE AND LOCATION OF ADDED CIRCUITS. NEW DIRECTORIES SHALL BE TYPED OR MACHINE GENERATED. 10. DRAWINGS SHOW APPROXIMATE LOCATION OF DEVICES, THE EXACT LOCATION SHALL BE DETERMINED AT BUILDING SITE. THE OWNER SHALL RESERVE THE RIGHT TO RELOCATE ANY DEVICE TO A DISTANCE NOT EXCEEDING 15' FROM THE LOCATION ON THE DRAWING DURING ROUGH -IN. WORK SHALL BE ACCOMPLISHED AT NO ADDITIONAL COST TO OWNER. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SEALING ALL NEW PENETRATIONS IN FIRE RATED ASSEMBLIES, BOTH VERTICAL AND HORIZONTAL, IN ACCORDANCE WITH SECTION 705 OF THE FLORIDA BUILDING CODE, WHICH REQUIRES THAT ALL INSTALLATIONS OF PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR FIRE STOP SYSTEMS SHALL BE AS TESTED BY ASTM E 119 & ASTM E 814. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL LANDSCAPE AND AREAS OF GRASS DISTURBED DURING CONSTRUCTION. REPLACE SOD AND/OR SEED AREAS AS REQUIRED. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ENGINEER OF ANY ITEMS OF NON-COMPLIANCE, WHETHER IT IS THE RESULT OF NEW WORK OR IS AN UNCOVERED EXISTING CONDITION. 14. PROVIDE MINIMUM 12" SERVICE LOOPS IN ALL PULL BOXES. 15. UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40. STUB -UPS (INCLUDING ELLS) SHALL BE RIGID GALVANIZED STEEL CONDUIT. PROVIDE ASPHALTUM COATING TO COVER STEEL CONDUIT AND ELLS IN CONTACT WITH EARTH OR CONCRETE. 3RD FLOOR 2ND FLOOR i -ADMIN OFFICE -►I 2 1 k( TO ELEVATOR CONTROL PANEL FA CABLES IN CONDUIT EXISTING SILENT KNIGHT EXPAND EXISTING BOARD AS REQUIRED SK -5208 TO ACCOMMODATE ADDITIONAL DEVICES FIRE AND RELAYS. PROVIDE ADDITIONAL ALARM RELAYS AS REQUIRED FOR CAPTURE CONTROL AND RECALL FUNCTIONALITY. 1ST FLOOR - r IRE ALARM RISER -NOTES: --- 1. FIRE ALARM SHOP DRAWINGS: SUBMIT TO STATE FIRE MARSHALL AND CODE ENFORCEMENT AFTER REVIEW BY EOR. 2. THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER AND DCPS TO PROVIDE ALL REQUIRED UPGRADES TO EXISTING PANEL, INCLUDING ADDITIONAL CARDS, MODULES, RELAYS, BATTERIES, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. ELEVATOR NOTES: • PROVIDE FLASHING "DO NOT USE" ELEVATOR LIGHT AT EACH ELEVATOR LOBBY. LIGHT SHALL BE CONTROLLED ONLY BY ELEVATOR MACHINE ROOM SMOKE DETECTOR. • INSTALLATIONS. SHALL COMPLY WITH NFPA 72, ASME A17.1, AND NFPA 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL EQUIPMENT, HARDWARE, ACCESSORIES, DEVICES, CONNECTIONS, AND PROGRAMMING NECESSARY TO MEET THE FOLLOWING INSTALLATION AND OPERATION REQUIREMENTS. ELEVATOR RECALL: • PROVIDE SMOKE DETECTORS IN THE ELEVATOR MACHINE ROOM AND HEAT DETECTOR IN ALL ELEVATOR LOBBIES FOR INITIATION OF ELEVATOR RECALL. • THE LOBBY HEAT/SMOKE DETECTORS MUST BE CEILING MOUNTED AND WITHIN 21 FEET OF THE CENTERLINE OF EACH ELEVATOR DOOR WITHIN THE ELEVATOR BANK UNDER THE CONTROL OF THE - - -DETECTOR. CONTACT PROJECT ;DESIGNER FOR REQUIREMENTS AT LOCATIONS WHERE THE CEILING HEIGHT IS GREATER THAN 15 FEET OR THE CEILING IS NOT FLAT AND SMOOTH. • SMOKE DETECTORS MUST NOT BE INSTALLED IN UNSPRINKLED ELEVATOR HOISTWAY. • INITIATION OF ELEVATOR RECALL DEVICES SHALL IMMEDIATELY SEND ELEVATORS DIRECTLY TO THE DESIGNATED LEVEL WITHOUT STOPPING AT ANY OTHER FLOORS. IF DEVICE INITIATED IS LOCATED ON THE DESIGNATED LEVEL, THEN.. TME ELEVATOR SHALL PROCEED DIRECTLY TO THE ALTERNATE LEVEL (SECOND FLOOR UNLESS OTHERWISE NOTED). NOT TO SCALE FIRE ALARM RISER DIAGRAM FIRE ALARM c;YSTEM NOTES: 1. CONTRACTOR SHALL PROVIDE LABELS FOR ALL FIRE ALARM DEVICES (ONE LABEL FOR EACH FIRE ALARM DEVICE). CONTRACTOR LABELING SHALL BE INDEPENDENT OF LABELING PROVIDED BY DCPS. LABELS SHALL BE CLEARLY VISIBLE FROM THE GROUND AND IDENTIFY IDNET CIRCUIT AND DEVICE ADDRESS, 2. AT COMPLETION OF FIRE ALARM SYSTEM PROGRAMMING, PROVIDE (3) COPIES OF PROGRAM PRINT OUT. INCLUDE PRINT OUT AS PART OF OPERATION AND MAINTENANCE MANUAL. 3. ALL FIRE ALARM WIRING SHALL BE COLOR CODED IN ACCORDANCE TO THE FOLLOWING TABLE: FIRE ALARM WIRING COLOR CODE FUNCTION: COLOR ADDRESSABLE NOTIFICATION . . . . 2 -CONDUCTOR, #14AWG, SOLID, TWISTED, UNSHIELDED (YELLOW JACKET) RUI/N2 COMMUNICATION . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (RED JACKET) DOOR HOLDER . . . . . . PINK -GRAY #14 MAPNET/IDNET . . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (RED JACKET) 24vdc POWER . . . . . . . RED -BLACK RELAY . . . . . ORANGE -BROWN AUDIO . . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (BLUE JACKET) VISUAL/SIGNAL . . . . . . . WHITE -PURPLE #12 ELEVATOR SHUTDOWN . . . . . . . VIOLET -VIOLET #14 ZONE . . . . . . . YELLOW -BLUE #14 4. FIRE ALARM SYSTEM COMPONENTS SHALL BE COMPATIBLE WITH EXISTING SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH FIRE ALARM MANUFACTURER TO PROVIDE SHOP DRAWINGS AND FINAL TESTING. CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE COMPLETE SYSTEM INCLUDING BUT NOT LIMITED TO PANELS, DEVICES, WIRING, CONDUITS, SURGE PROTECTION, BOXES, TESTING AND EQUIPMENT TO FORM COMPLETE OPERABLE FIRE ALARM SYSTEM. CONTRACTOR SHALL COORDINATE WITH FIRE ALARM MANUFACTURER TO PROVIDE ALL REQUIRED UPGRADES TO EXISTING PANEL, INCLUDING ADDITIONAL CARDS, BATTERIES, ETC. APPROVED FIRE ALARM SHOP DRAWINGS SHALL BE KEPT AT THE SITE ALONG WITH THE PERMIT DRAWINGS FOR INSPECTION PURPOSES. 4.1. A COPY OF THE FIRE ALARM SHOP DRAWINGS SHALL BE SUBMITTED TO FIRE MARSHALL FOR REVIEW/APPROVAL AFTER BEING APPROVED BY THE: EOR AND PRIOR TO ISSUANCE OF A FIRE ALARM SYSTEM PERMIT. 4.2. THE FIRE ALARM SHOP DRAWINGS SHALL ALSO PROVIDE A FIRE ALARM DEVICE SCHEDULE INDICATING EACH TYPE OF FIRE ALARM DEVICE AND QUANTITY. 5. PROVIDE SURGE PROTECTORS FOR FIRE ALARM CABLES LEAVING OR ENTERING A BUILDING. ALL EXTERIOR DEVICE'S CABLES SHALL BE PROTECTED BY SURGE SUPPRESSORS. 6. HORN/STROBE MUST BE MOUNTED BETWEEN 80" AND 96" A.F.F. 7. WHERE NAC'S ARE REQUIRED IN THE BUILDING, PROVIDE A SMOKE DETECTOR AT EACH LOCATION. 8. FACILITY SHALL HAVE OPERA13LE FIRE ALARM SYSTEM AT ALL TIMES, EXCEPT PRESCHEDULED INTERRUPTIONS. FIRE ALARM INTERRUPTIONS SHALL BE LIMITED TO 3 HOURS IN A 24 HOUR PERIOD. FOR FIRE ALARM IN OUT OF SERVICE LONGER THAN 3 HOURS, PROVIDE FIRE WATCH. FIRE WATCH INDIVIDUAL SHALL BE EXPERIENCED IN HANDLING EMERGENCIES, PROFICIENT IN THE USE OF FIRE EXTINGUISHERS, AND EQUIPPED WITH A CELL PHONE. FIRE WATCH SHALL HAVE PRIOR APPROVAL FROM DCPS CODE ENFORCEMENT AND/OR THE COJ FIRE MARSHAL. 9. ALL UNDERGROUND CABLES SHALL BE WEST PENN AQUASEAL CABLES. PROVIDE GAUGE AND PAIR/CONDUCTOR COUNT PER FIRE ALARM MANUFACTURER REQUIREMENTS. 10. CONTRACTOR PERFORMING FIRE ALARM WORK MUST BE QUALIFIED AS REQUIRED BY FLORIDA STATUTES CHAPTER 489 AND RULE CHAPTER 61136 OF FLORIDA ADMINISTRATIVE CODE. DESIGNATED PERSONNEL MUST HAVE FIRE ALARM SYSTEM AGENT IDENTIFICATION CARD IN THEIR POSSESSION AT ALL TIMES. ELECTRICAL LEGEND ® 1X4 LED LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX AND FLEXIBLE METALLIC CONDUIT CONNECTION. SEE LIGHT FIXTURE TABLE . Q -I LED LIGHTING FIXTURE, CONNECTED TO EMERGENCY POWER - WALL MOUNTED WITH PHOTOCELL. E)= DUPLEX RECEPTACLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, IVORY, 18" MOUNTING HEIGHT, U.N:O., WITH STAINLESS STEEL, STANDARD SIZE COVER PLATE. WEATHER RESISTANT DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, 3 WIRE GROUNDING. HUBBELL NO. GFTR20E WITH WEATHER PROOF COVER. EXTERIOR LOCATIONS SHALL BE WEATHER RESISTANT LABELED "WR" PER NEC AND MOUNTED AT 18" A.F.F. $ TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT, HUBBELL NO. HBL12211 WITH STEEL COVERPLATE - 48" MOUNTING HEIGHT, U.N.O. ® TELEPHONE/DATA OUTLET - 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH 1 -GANG EXTENSION RING. COORDINATE WITH ELEVATOR INSTALLER FOR CONNECTIONS AND MOUNTING HEIGHT. e EXISTING LIGHTING AND/OR POWER PANELBOARD. =11,360 DISCONNECT SWITCH, "3 60/40" DENOTES 3 POLE, 60 AMP, 40 AMP FUSES. HQMERUN TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS. REFER TO FLOOR PLAN NOTES FOR QUANTITIES AND SIZES OF CIRCUITS. WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS, - - - - WIRING IN CONDUIT, RUN CONCEALED UNDERGROUND. RL INDICATES RELOCATED ELECTRICAL/EQUIPMENT. PROVIDE CABLES IN CONDUIT TO MATCH EXISTING AS REQUIRED TO EXTEND CIRCUITING. WP DENOTES WEATHERPROOF - MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE TAYMAC 60350 COVERPLATE, FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. FIRE ALARM © CEILING MOUNTED HEAT DETECTOR. Q2 CEILING MOUNTED SMOKE DETECTOR. SEMI -FLUSH MOUNTED FIRE ALARM AUDIO/VISUAL WARNING DEVICE, 80 INCH MOUNTING HEIGHT. p® 110 INDICATES 110 CANDELA STROBE. UTILIZE 75 CANDELA IN SMALL ROOMS AND CORRIDORS. USE 110 CANDELA IN ROOMS LARGER THAN 30' IN WIDTH OR LENGTH. LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOUGE NUMBER LIGHT SOURCE VOLTS HEIGHT MOUNTING REMARKS NOTES TYPE/TEMP WATTS LUMENS A KENALL N1048-C-1-45L40K-DCC-DV-SA LED/4000K 45 4000 120V 24" AFF 1'x4' LED VAPORTIGHT WRAPAROUND ui B DAYBRITE OWL-4-40L-840-UNV LED/4000K 37 4000 120V CEILING 1'x4' LED WRAPAROUND 0,4 C BEGHELLI MEZ-LED-ACE-MWH-120/277-AT LED, 1 10 1 - I 120V 8'-0" WALL PACK WITH EMERGENY, PHOTOCELL .3AP 1 • • � o ICE COPY �` � •` • 4� b DO NOT SCALE THE DRAWINGS REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS �,. REVIEWED BY1•� _DATE: !k 62-11 0 O 4TH REVISION �- N 2ND REVISION N ® C Q Q M Q O <_ r O LL_ W N = U ui W 0 LuQ m O cJ o Q co Z J zw< 0,4 .3AP 1 • • � o ICE COPY �` � •` • 4� b DO NOT SCALE THE DRAWINGS REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS �,. REVIEWED BY1•� _DATE: !k 62-11 STH REVISION 4TH REVISION �- N 2ND REVISION IST REVISION ISSUE DATE JUNE _, 2018 N ELECTRICAL LEGEND, NOTES, AND RISERS ELI M w <_ r Q. � _ LL 4j i,uj 3 LLl � V cn o Q co 0,4 Y _ 0 O QOM V` ZZ0,, w Q :� Q -3 a <[ . -1 ccj M-40 w uj 0 0, I- O <[ X ®C(lLv w � Q w J o_ = w � a J fn 0 r- .3AP 1 • • � o ICE COPY �` � •` • 4� b DO NOT SCALE THE DRAWINGS REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS �,. REVIEWED BY1•� _DATE: !k 62-11 STH REVISION 4TH REVISION �- 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE JUNE _, 2018 PROJECT NUMBER 20180402 ELECTRICAL LEGEND, NOTES, AND RISERS ELI NOTES. [1l CONTROL PANEL "STANCOR" WITH ALARM, LOCATE PANEL IN ELEC ROOM. LOCATION SHALL MEET NEC FOR WORK SPACE CLEARANCES. 2Q "STANCOR" CABLES, 16' LENGTH. SUPPORT ON WALL AT INTERVALS NOT EXCEEDING 30". 0 "STANCOR" JUNCTION BOX ® "STANCOR" MULTI CONDUCTOR CABLE. SUPPORT FROM BUILDING STRUCTURE AT INTERVALS NOT EXCEEDING 30°. R55 SUMP PUMP SYSTEM: PUMP SHALL BE 0.4HP, 5 AMPS, 12OV, WITH PROBE, HIGH LIQUID ALARM, FLOAT, 16' CABLES, JUNCTION BOX, CONTROL PANEL/ALARM AND MULTI CONDUCTOR CABLE. 'STANCOR' MODEL #SE -40. INSTALLATION OF ELECTRICAL SYSTEM SHALL COMPLY WITH NEC. © CORE DRILL WALL FOR CONDUIT PATHWAYS. PROVIDE 2 HOUR FIRE RATED COMPOUND TO SEAL CONDUIT PENETRATIONS. 7[� REMOTE BUZZER/LIGHT WITH OUTLET PLATE IN FLUSH MOUNTED OUTLET BOX, 120V., ALLEN BRADLEY #855P -8 -10 -ME -4-22 OR AUTOMATION DIRECT #ECX 2071-127R OR SIMILAR NOT TO SCALE ELEVATOR SUMP PUMP CONTROL RISER NOT TO SCALE SUM PL T , M GYPSUM PLASTER AND METAL LATH ON METAL STUDS AS REQUIRED FOR CLOSURE PLASTER AND METAL LATH AL LATH AND METAL STUD PARTITIONS EXISTING SWITCHBOARD FPE 20A O O 50A SPACE 50A IOOA 125A II F71 225A 225A 225A I' 1 OOA O � 200A ® N W � i� 1200A = v W LU w M 120/2CV 3PHASE Ilk Ail k 11 N W Q LL > w W W J a WEU) '0o �tLI - --I a dX �a a QZn< a a�� o .o - - -w � �o � a � O �t U- v W Q W = W I- a J a t+3 O H31tl ADEINE&$G�qINC. Ulm. 14 am�RE9, aexeoNw�t��d,mpse ;7''i a 'eLERSfA1CRTE 1; LL OR NO. IR,tt kiADDAY7 LICENSE 31967 v r-FICE COPY DD NOT SCALE THE DRAWINGS STH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE JUNE _, 2018 PROJECT NUMBER 20180402 ELECTRICAL DETAILS E 2.2 O O O V O dy I~� EL Z o O � > ® N W � N = v W LU w M in O -i 031 z J WQ V U w w U cwt w � E-� m O� w �O ,'1; U N W Q LL > w W W J a WEU) '0o �tLI - --I a dX �a a QZn< a a�� o .o - - -w � �o � a � O �t U- v W Q W = W I- a J a t+3 O H31tl ADEINE&$G�qINC. Ulm. 14 am�RE9, aexeoNw�t��d,mpse ;7''i a 'eLERSfA1CRTE 1; LL OR NO. IR,tt kiADDAY7 LICENSE 31967 v r-FICE COPY DD NOT SCALE THE DRAWINGS STH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE JUNE _, 2018 PROJECT NUMBER 20180402 ELECTRICAL DETAILS E 2.2 O ►'n tV K) EL aC a J > ® LL W � N = v LU w M in O -i U P z J WQ N W Q LL > w W W J a WEU) '0o �tLI - --I a dX �a a QZn< a a�� o .o - - -w � �o � a � O �t U- v W Q W = W I- a J a t+3 O H31tl ADEINE&$G�qINC. Ulm. 14 am�RE9, aexeoNw�t��d,mpse ;7''i a 'eLERSfA1CRTE 1; LL OR NO. IR,tt kiADDAY7 LICENSE 31967 v r-FICE COPY DD NOT SCALE THE DRAWINGS STH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE JUNE _, 2018 PROJECT NUMBER 20180402 ELECTRICAL DETAILS E 2.2 w U a w' M z 0 C6 0 0 SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL 1.1 SUMMARY A. GROUNDING AND BONDING. B. CONNECTION OF UTILIZATION EQUIPMENT. C. SUPPORTS. D. IDENTIFICATION. 1.2 SUBMITTALS A. PRODUCT DATA: FOR REVIEW; PROVIDE CATALOGUE DATA FOR GROUNDING AND BONDING DEVICES. 1.3 REGULATORY REQUIREMENTS A CONFORM TO REQUIREMENTS OF NEPA 70. B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING FIRM ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. C. FLORIDA BUILDING CODE, 2014. 1.4 PROJECT CONDITIONS A. EXISTING PROJECT CONDITIONS INDICATED ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD DOCUMENTS. B. VERIFY FIELD MEASUREMENTS AND CIRCUITING ARRANGEMENTS ARE AS SHOWN ON DRAWINGS. C. VERIFY REMOVAL OF EXISTING ELECTRIC WORK. D. REPORT DISCREPANCIES TO ARCHITECT BEFORE DISTURBING EXISTING INSTALLATIONS. PART 2 PRODUCTS 2.1 GROUNDING MATERIALS A GROUND ROD: COPPER -CLAD STEEL 3/4 -INCH DIAMETER 20 FEET LENGTH. B. MECHANICAL CONNECTORS: BRONZE, ABOVE GRADE ONLY. C. EXOTHERMIC WELDS: BELOW GRADE CONNECTORS, 2.2 BASIC MATERIALS A STEEL CHANNEL: GALVANIZED B. MISCELLANEOUS HARDWARE: TREAT FOR CORROSION RESISTANCE. C. NAMEPLATES: ENGRAVED THREE -LAYER LAMINATED PLASTIC, BLACK LETTERS ON WHITE BACKGROUND. D. WIRE AND CABLE MARKERS: CLOTH MARKERS, SPLIT SLEEVE OR TUBING TYPE PART 3 EXECUTION 3.1 INSTALLATION A INSTALL NEW WORK ACCORDING TO NECA "STANDARD OF INSTALLATION." B. PROVIDE GROUNDING AND BONDING TO MEET REGULATORY REQUIREMENTS. C. MAKE ELECTRICAL CONNECTIONS TO UTILIZATION EQUIPMENT IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S INSTRUCTIONS. 1. VERIFY THAT WIRING AND OUTLET ROUGH -IN WORK IS COMPLETE AND THAT UTILIZATION EQUIPMENT IS READY FOR ELECTRICAL CONNECTION, WIRING, AND ENERGIZING. 2. MAKE WIRING CONNECTIONS IN CONTROL PANEL OR IN WIRING COMPARTMENT OF PRE -WIRED EQUIPMENT. PROVIDE INTERCONNECTING WIRING WHERE INDICATED. 3. INSTALL AND CONNECT DISCONNECT SWITCHES, CONTROLLERS, CONTROL STATIONS, AND CONTROL DEVICES AS INDICATED. 4. MAKE CONDUIT CONNECTIONS TO EQUIPMENT USING FLEXIBLE CONDUIT. USE UQUIDTIGHT FLEXIBLE CONDUIT IN DAMP OR WET LOCATIONS. D. INSTALL SUPPORT SYSTEMS SIZED AND FASTENED TO ACCOMMODATE WEIGHT OF EQUIPMENT AND CONDUIT, INCLUDING WIRING, WHICH THEY CARRY. 1. FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND JUNCTION BOXES TO BUILDING STRUCTURE USING PRECAST INSERT SYSTEM BEAM CLAMPS. 2. USE TOGGLE BOLTS OR HOLLOW WALL FASTENERS IN HOLLOW MASONRY, PLASTER, OR GYPSUM BOARD PARTITIONS AND WALLS; EXPANSION ANCHORS OR PRESET INSERTS IN SOLID MASONRY WALLS; SELF -DRILLING ANCHORS OR EXPANSION ANCHOR ON CONCRETE SURFACES; SHEET METAL SCREWS IN SHEET METAL STUDS; AND WOOD SCREWS IN WOOD CONSTRUCTION. 3. DO NOT FASTEN SUPPORTS TO PIPING, CEILING SUPPORT WIRES, DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT. 4. DO NOT USE POWDER -ACTUATED ANCHORS. 5. DO NOT DRILL STRUCTURAL STEEL MEMBERS. 6. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR STEEL CHANNEL E IDENTIFY ELECTRICAL DISTRIBUTION AND CONTROL EQUIPMENT, AND LOADS SERVED, TO MEET REGULATORY REQUIREMENTS AND AS SCHEDULED. 1. DEGREASE AND CLEAN SURFACES TO RECEIVE NAMEPLATES AND TAPE LABELS, 2. SECURE NAMEPLATES TO EQUIPMENT FRONTS USING SCREWS, RIVETS, OR ADHESIVE, WITH EDGES PARALLEL TO EQUIPMENT LINES, SECURE NAMEPLATE TO INSIDE FACE OF RECESSED PANELBOARD DOORS IN FINISHED LOCATIONS. 3. USE NAMEPLATES WITH 1/8 INCH LETTERING TO IDENTIFY INDIVIDUAL SWITCHES AND CIRCUIT I. BREAKERS, RECEPTACLE CIRCUITS, AND LOADS SERVED. 4. USE NAMEPLATES WITH 1/4 INCH TO IDENTIFY DISTRIBUTION AND CONTROL EQUIPMENT. F. INSTALL WIRE MARKERS ON EACH CONDUCTOR IN PANELBOARD GUTTERS, PULL BOXES, OUTLET AND JUNCTION BOXES, AND AT LOAD CONNECTIONS. 1. USE BRANCH CIRCUIT OR FEEDER NUMBER TO IDENTIFY POWER AND UGHIING CIRCUITS. 2. USE CONTROL WIRE NUMBER AS INDICATED ON EQUIPMENT MANUFACTURER'S SHOP DRAWINGS TO IDENTIFY CONTROL WIRING. SECTION 16100 WIRING METHODS PART 1 GENERAL 1.1 SUBMITTALS A PRODUCT DATA: FOR REVIEW. 1. PROVIDE WIRING DEVICE CONFIGURATIONS, RATINGS, DIMENSIONS, AND COLOR SELECTIONS. 2. PROVIDE SERVICE FITTING CONFIGURATIONS, DIMENSIONS, AND FINISH AND COLOR SELECTIONS. 1.2 REGULATORY REQUIREMENTS A CONFORM TO REQUIREMENTS OF NFPA 70. B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING FIRM ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. PART 2 PRODUCTS 2.1 PRODUCT REQUIREMENTS A USE ONLY SPECIFIED RACEWAY IN THE FOLLOWING LOCATIONS: 1. UNDERGROUND INSTALLATIONS MORE THAN 5 FEET FROM FOUNDATION WALL: PLASTIC CONDUIT. PROVIDE CONCRETE ENCASEMENT WHERE INDICATED. 2. INSTALLATIONS IN OR UNDER CONCRETE SLAB, OR UNDERGROUND WITHIN 5 FEET FROM FOUNDATION WALL' PVC SCHEDULE 40 CONDUIT. 3. IN SLAB ABOVE GRADE: PVC SCHEDULE 40 CONDUIT. 4. EXPOSED OUTDOOR LOCATIONS: RIGID STEEL CONDUIT OR ELECTRICAL METAWC TUBING. USE THREADED OR RAINTIGHT FITTINGS. 5. WET INTERIOR LOCATIONS: RIGID STEEL CONDUIT OR ELECTRICAL METALLIC TUBING. USE THREADED OR RAINTIGHT FITTINGS FOR METAL CONDUIT. 6. CONCEALED DRY INTERIOR LOCATIONS: RIGID STEEL CONDUIT OR ELECTRICAL METALLIC TUBING. 7. EXPOSED DRY INTERIOR LOCATIONS: RIGID STEEL CONDUIT OR ELECTRICAL METALLIC TUBING. B. SIZE RACEWAYS FOR CONDI faOR TYPE INSTALLED OR FOR TYPE THW CONDUCTORS, WHICHEVER IS LARGER. 1. MINIMUM SIZE CONDUIT. %-INCH C. USE WIRE AND CABLE IN LOCATIONS AS FOLLOWS: 1. CONCEALED INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAY. 2. EXPOSED INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAY. 3. ABOVE ACCESSIBLE CEILINGS: BUILDING WIRE IN RACEWAY. 4. WET OR DAMP INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAY. 5. EXTERIOR LOCATIONS: BUILDING WIRE IN RACEWAYS. 6. UNDERGROUND LOCATIONS: BUILDING WIRE IN RACEWAY. D. USE NO WIRE SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS, AND NO SMALLER THAN 14 AWG FOR CONTROL WIRING. USE 10 AWG CONDUCTOR FOR 20 AMPERE, 120 VOLT BRANCH CIRCUIT HOME RUNS LONGER THAN 75 FEET; AND FOR 20 AMPERE. 2.2 CONDUIT AND FITTINGS A CONDUIT: 1. METAL CONDUIT AND TUBING: GALVANIZED STEEL 2. FLEXIBLE CONDUIT: STEEL 3. LIQUID TIGHT FLEXIBLE CONDUIT: FLEXIBLE CONDUIT WITH PVC JACKET. 4. PLASTIC CONDUIT AND TUBING: NEMA TC 2, PVC. USE SCHEDULE 40 CONDUIT. B. CONDUIT FITTINGS: 1. METAL FITTINGS AND CONDUIT BODIES: NEMA FB 1. 2. PLASTIC FITTINGS AND CONDUIT BODIES: NEMA TC 3. 3. EMT FITTINGS: STEEL COMPRESSION TYPE. 2.3 ACCESS PANELS A PROVIDE CEUNG ACCESS PANELS FOR EQUIPMENT, DEVICES, BOXES AND OTHER LIKE ITEMS REQUIRING THEY ARE NOT LOCATED OVER LAY -IN TYPE CEILING OR ARE NOT OTHERWISE ACCESSIBLE, OBTAIN APPROVAL FROM ARCHITECT FOR TYPE AND LOCATION OF ACCESS PANELS. RS' 2.4 ELECTRICAL BOXES SECTION 16400 SERVICE AND DISTRIBUTION PART 1 GENERAL- PART 2 - PRODUCTS A BOXES: 1. SHEET METAL NEMA OS 1, GALVANIZED STEEL METAL' CAST FERALLOY, DEEP TYPE, GASKEIED COVER, THREADED HUBS. 1.1 SUBMITTALS A. SHOP DRAWINGS: FOR REVIEW; INDICATE CONSTRUCTION DETAILS FOR THE FOLLOWING: 2.1 MANUFACTURERS A EXISTING FIRE ALARM PANEL SILENT KNIGHT PANEL #SK5208 2. CAST B. HINGED COVER ENCLOSURES: NEMA 250, TYPE 1, STEEL ENCLOSURE: WITH MANUFACTURER'S HELD CLOSED BY FLUSH LATCH 1. PANELBOARDS. B. PRODUCT DATA: FOR REVIEW; PROVIDE RATINGS AND COMPONENT DETAILS FOR THE FOLLOWING: 2.2 MANUAL FIRE ALARM BOXES STANDARD ENAMEL FINISH AND CONTINUOUS HINGE COVER, 1. ENCLOSED SWITCHES. A. DESCRIPTION: UL 38 LISTED; FINISHED IN RED WITH MOLDED, RAI SED -LETTER OPERATING OPERABLE BY SCREWDRIVER. 2. PANELBOARDS. INSTRUCTIONS IN CONTRASTING COLOR. STATION SHALL SHOW VISIBLE INDICATION OF OPERATION. C. LARGE CAST METAL BOXES: 1. SURFACE -MOUNTED TYPE: NEMA 250, TYPE 4 AND TYPE 6, FLAT-FLANGED, SURFACE -MOUNTED 3. CIRCUIT BREAKERS. MOUNTED ON RECESSED OUTLET BOX; IF INDICATED AS SURFACE MOUNTED, PROVIDE JUNCTION BOX; GALVANIZED CAST IRON BOX AND COVER WITH GROUND FLANGE, NEOPRENE 4. TRANSFORMERS MANUFACTURER'S SURFACE HACK BOX. SINGI F-AC11ON MECHANISM, PULL -LEVER TYPE. WITH GASKET, AND STAINLESS STEEL COVER SCREWS. C. TEST REPORTS: FOR INFORMATION. INTEGRAL ADDRESSABLE MODULE, ARRANGED TO COMMUNICATE MANUAL -STATION STATUS (NORMAL, D. OPERATING AND MAINTENANCE INSTRUCTIONS: FOR PROJECT CLOSEOUT; INCLUDE THE FOLLOWING: ALARM, OR TROUBLE) TO THE FACP. L�t 1. PANELBOARD: SUBMIT NEMA PB 2.1. U 2.5 BUILDING WIRE AND CABLE A FEEDERS AND BRANCH CIRCUITS LARGER THAN 6 AWG: COPPER STRANDED CONDUCTOR, 600 VOLT w 2.3 SYSTEM SMOKE DETECTORS INSULATION, THHN/THWN AND XHHW. B. FEEDERS AND BRANCH CIRCUITS 6 AWG AND SMALLER: COPPER CONDUCTOR, 600 VOLT INSULATION, 1.2 REGULATORY REQUIREMENTS A CONFORM TO REQUIREMENTS OF NEPA 70. B. FURNISH PRODUCTS USTED BY UL OR OTHER TESTING FIRM ACCEPTABLE TO AUTHORITY HAVING A GENERAL DESCRIPTION: 1. UL 268 USTED, OPERATING AT 24-V DC, NOMINAL PHOTO ELECTRIC. THHN/Tl IWN,XHHW 6 AND 8 AWG, STRANDED CONDUCTOR; SMALLER 11-M 8 AWG, SOLID CONDUCTOR. JURISDICTION. 2. INTEGRAL ADDRESSABLE MODULE. ARRANGED TO COMMUNICATE DETECTOR STATUS (NORMAL, C. CONTROL CIRCUITS: COPPER, STRANDED CONDUCTOR, 600 VOLT INSULATION, THW. C. CONFORM TO REQUIREMENTS OF UTIUTY COMPANY. ALARM, OR TROUBLE) TO THE CACP. Lrj c� 0 01 F- 00 0 3. PLUG-IN ARRANGEMENT: DETECTOR AND ASSOCIATED ELECTRONIC COMPONENTS SHAM BE 2.6 REMOTE CONTROL AND SIGNAL CABLE PART 2 PRODUCTS MOUNTED IN A PLUG-IN MODULE THAT CONNECTS TO A FIXED BASE. PROVIDE TERMINALS IN THE A CONTROL CABLE FOR CLASS 1 REMOTE CONTROL AND SIGNAL CIRCUITS: COPPER CONDUCTOR, 600 2.1 ENCLOSED SWITCHES FIXED BASE FOR CONNECTION OF BUILDING WIRING. VOLT INSULATION, RATED 60 DEGREE C, INDIVIDUAL CONDUCTORS TWISTED TOGETHER, SHIELDED, AND A. MANUFACTURERS: 4. SELF -RESTORING: DETECTORS DO NOT REQUIRE RESETTING OR READJUSTMENT AFTER ACTUATION COVERED WITH PVC JACKET. 1. SIEMENS TO RESTORE THEM TO NORMAL OPERATION. B. CONTROL CABLE FOR CLASS 2 OR CLASS 3 REMOTE CONTROL AND SIGNAL CIRCUITS: COPPER 2. SQUARE D 5. INTEGRAL_ VISUAL -INDICATING LIGHT. I ED TYPE. CONDUCTOR, 300 VOLT INSULATION, RATED 60 DEGREE C, INDIVIDUAL. CONDUCTORS TWISTED g. ENCLOSED SWITCH ASSEMBLIES: NEMA KS 1; TYPE HD. w TOGETHER, SHIELDED, AND COVERED WITH PVC JACKET; UL USTED. 1. FUSE CUPS: DESIGNED TO ACCOMMODATE CLASS R OR J FUSES.. 2.5 HEAT DETECTORS A GENERAL 521 LISTED. PART 3 EXECUTION C. ENCLOSURES: TYPE 1 FOR INTERIOR LOCATIONS, TYPE 3R FOR EXTERIOR LOCATIONS. 2.2 FUSES B. HEAT DETECTOR, FIXED -TEMPERATURE TYPE: ACTUATED BY TEMPERATURE THAT EXCEEDS A FIXED 3.1 EXAMINATION AND PREPARATION A MANUFACTURERS: TEMPERATURE OF 190 DEG F (88 DEG C). A VERIFY THAT SUPPORTING SURFACES ARE READY TO RECEIVE WORK. 1 FERR4Z-SHAWMUT 1. MOUNTING: PLUG-IN WE, INTERCHANGEABLE WITH SMOKE -DETECTOR BASES. B. VERIFY THAT INTERIOR OF BUILDING IS PHYSICALLY PROTECTED FROM: WEATHER. 2 BUSSMAN 2. INTEGRAL ADDRESSABLE MODULE ARRANGED TO COMMUNICATE DETECTOR STATUS C. VERIFY THAT MECHANICAL WORK THAT IS UKELY TO DAMAGE CONDUCTORS HAS BEEN COMPLETED. 3. (NORMAL, ALARM, OR TROUBLE) TO THE FRCP. D. COMPLETELY AND THOROUGHLY SWAB RACEWAY SYSTEM BEFORE INSTALLING CONDUCTORS. B. FUSES 600 AMPERES AND LESS: CURRENT LIMITING, ONE-11ME FUSE, 250 VOLT, E. ELECTRICAL BOXES ARE SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. UL CLASS RK 1, RK 5 OR J. 2.6 NOTIFICATION APPLIANCES 1. ALL BOXES SHALL BE RECESSED UNLESS OTHERWISE NOTED, SURFACE MOUNTED BOXES MUST BE A COMBINATION DEVICES: FACTORY -INTEGRATED AUDIBLE AND VISIBLE DEVICES IN A SINGLE -MOUNTING APPROVED IN WRITING BY OWNER OR ENGINEER OF RECORD. 2.3 PANFI BOARDS ASSEMBLY. 2. OBTAIN VERIFICATION FROM ENGINEER OF FLOOR BOX LOCATIONS, AND LOCATIONS OF OUTLETS IN ,A• MANUFACTURERS: B. HORNS: ELECTRIC -VIBRATING -POLARIZED TYPE, 24-V DC; WITH PROVISION FOR HOUSING THE OFFICES AND WORK AREAS, PRIOR TO ROUGH -IN. 1. SIEMENS OPERATING MECHANISM BEHIND A GRILLE. HORNS SHALL PRODUCE A SOUND -PRESSURE LEVEL OF 3. IT SHALL BE UNDERSTOOD THAT ANY OUTLET MAY BE RELOCATED A DISTANCE NOT EXCEEDING 2. SQUARE D 90 DBA, MEASURED 10 FEET (3 M) FROM THE HORN. 5FT FROM THE LOCATION SHOWN ON THE DRAWINGS PRIOR TO OR DURING ROUGH -IN, IF SO B. DISTRIBUTION PANELBOARDS: NEMA PB 1; CIRCUIT BREAKER TYPE. C. VISIBLE ALARM DEVICES: XENON STROBE UGHTS LISTED UNDER UL 1971, WITH CLEAR OR NOMINAL DIRECTED BY THE ARCHITECT -ENGINEER WITHOUT ADDITIONAL. COST TO THE OWNER. 1. ENCLOSURE: TYPE 1 WHITE POLYCARBONATE LENS MOUNTED ON AN ALUMINUM FACEPLATE THE WORD "FIRE" IS ENGRAVED 4. LOCAL SWITCHES WHICH ARE SHOWN NEAR DOORS SHALL BE LOCATED AT THE STRIKE SIDE OF 2, PROVIDE SURFACE CABINET FRONT WITH DOOR -IN -DOOR HINGED COVER/TRIM. IN MINIMUM 1 -INCH- (25 -MM-) HIGH LETTERS ON THE LENS. RATED LIGHT OUTPUT: 75 CANDELA. THE DOOR AS FINALLY HUNG, REGARDLESS OF SWING ON THE DRAWINGS. 3, BUS: COPPER. 4. GROUND BUS: COPPER. 2.7 ADDRESSABLE INTERFACE DEVICE 3.2 INSTALLATION 5. VOLTAGE: 120/240 VOLTS, THREE PHASE. A DESCRIPTION: MICROELECTRONIC MONITOR MODULE LISTED FOR USE IN PROVIDING A SYSTEM A PERFORM WORK ACCORDING TO NECA STANDARD OF INSTALLATION. CONDUIT TO MAINTAIN HEADROOM AND TO PRESENT NEAT 6. MINIMUM INTEGRATED EQUIPMENT RATING: AS INDICATED ON DRAWINGS. ADDRESS FOR LISTED ALARM -INITIATING DEVICES FOR WIRED APPLICATIONS WITH NORMALLY OPEN B. ARRANGE ,APPEARANCE. 1. ROUTE EXPOSED RACEWAY PARALLEL AND PERPENDICULAR TO WALLS AND ADJACENT PIPING. C. LIGHTING AND APPUANCE BRANCH CIRCUIT PANELBOARDS: NEMA PB 1; CIRCUIT BREAKER TYPE. CONTACTS. 2. MAINTAIN MINIMUM 6 -INCH CLEARANCE TO PIPING AND 12 -INCH CLEARANCE TO HEAT SURFACES 1. ENCLOSURE: NEMA PB 1; TYPE 1 2.8 WIRE AND CABLE SUCH AS FLUES, STEAM PIPES, AND HEATING APPLIANCES. MAINTAIN REQUIRED FIRE, ACOUSTIC, AND VAPOR BARRIER RATING WHEN PENETRATING WADS, 2. PROVIDE FLUSH OR SURFACE CABINET WITH DOOR -IN -DOOR HINGED COVER/TRIM, LOCKABLE, A WIRE AND CABLE FOR FIRE ALARM SYSTEMS SHALL BE UL LISTED AND LABELED AS COMPLYING WITH 3. FLOORS, AND CEILINGS. ROUTE CONDUIT THROUGH ROOF OPENINGS FOR PIPING AND DUCTWORK WHERE POSSIBLE; KEYED AUKS 3. BUS: COPPER BUS. NFPA 70, ARTICLE 760. B. SIGNAUNG LINE CIRCUITS: TWISTED, SHIELDED PAIR, NOT LESS THAN NO. 18 AWG. 4. OTHERWISE, ROUTE THROUGH ROOF JACK WITH PITCH POCKET. 4. GROUND BUS: COPPER. C. NON-POWER-UMTTED CIRCUITS: SOUD-COPPER CONDUCTORS WITH 600-V RATED, 75 DEG C, COLOR -CODED INSULATION. LOW -VOLTAGE CIRCUITS: NO. 16 AWG, MINIMUM. UNE -VOLTAGE CIRCUITS: 5. GROUP IN PARALLEL RUNS WHERE PRACTICAL USE RACK CONSTRUCTED OF STEEL CHANNEL 5. VOLTAGE: 120/208 VOLTS, THREE PHASE. NO. 12 AWG MINIMUM. MAINTAIN SPACING BETWEEN RACEWAYS OR DERATE CIRCUIT AMPACITIES TO NFPA 70 6. MINIMUM INTEGRATED EQUIPMENT RATING: AS INDICATED ON DRAWINGS. REQUIREMENTS. 6. USE CONDUIT HANGERS AND CLAMPS; DO NOT FASTEN WITH WIRE OR PERFORATED PIPE STRAPS. PART 3 E\LCUTION PART 3 -EXECUTION 3.1 EQUIPMENT INSTALIATION 7. USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION. 3.1 EXAMINATION AND PREPARATION A MN E ARRANGEMENTS WITH UTILITY COMPANY TO OBTAIN PERMANENT ELECTRIC SERVICE TQ THE A HVAC: LOCATE DETECTORS NOT CLOSER THAN 3 FEET FROM AIR -SUPPLY DIFFUSER OR RETURN AIR 8. TERMINATE CONDUIT STUBS WITH INSULATED BUSHINGS. OPENING. 9. USE SUITABLE CAPS TO PROTECT INSTALLED RACEWAY AGAINST ENTRANCE OF DIRT AND MOISTURE. 1Q.PROVIDE NO. 12 AWG INSULATED CONDUCTOR OR SUITABLE PULL. STRING IN EMPTY RACEWAYS, PROJECT B. PROVIDE CONCRETE PAD FOR UTILITY TRANSFORMER. PROVIDE PAD DIMENSIONS AND DETAILS TO B. HEAT DETECTORS IN ELEVATOR SHAFTS: COORDINATE TEMPERATURE RATING AND LOCA11ON WITH EXCEPT SLEEVES AND NIPPLES. UTII ITY REQUIREMENTS. SPRINKLER RATING AND LOCATION. 11.INSTALL EXPANSION JOINTS WHERE RACEWAY CROSSES BUILDING EXPANSION OR SEISMIC JOINTS. 3.2 WIRING INSTALLATION 12.INSTALL PLASTIC CONDUIT AND TUBING ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 3.2 INSTALLATION INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A WIRING METHOD: INSTALL WIRING IN METAL RACEWAY. 13. USE STEEL COMPRESSION TYPE FITTINGS WITH EMT CONDUITS. A T TALL PROPER FUSES IN EACH FUSED SWTCH. INSI B. WIRING WITHIN ENCLOSURES: SEPARATE POWER -LIMITED AND NON -POWER -LIMITED CONDUCTORS AS C. INSTALL SURFACE METAL RACEWAY AND MULTI OUTLET' ASSEMBLIES ACCORDING TO B. C. INSTALL PANELBOARDS AND LOAD CENTERS NEMA P8 1.1. RECOMMENDED BY MANUFACTURER. INSTALL CONDUCTORS PARAU_EL WITH OR AT RIGHT ANGLES TO MANUFACTURER'S INSTRUCTIONS. SIDES AND BACK OF THE ENCLOSURE. BUNDLE, LACE, AND TRAIN CONDUCTORS TO TERMINAL POINTS 1. USE FLAT -HEAD SCREWS OR CUPS AND STRAPS SUITABLE FOR THE PURPOSE, TO FASTEN WITH NO EXCESS. CONNECT CONDUCTORS THAT ARE TERMINATED, SPUCED, OR INTERRUPTED IN ANY CHANNEL TO SURFACES. MOUNT PLUMB AND LEVEL 2. USE SUITABLE INSULATED BUSHINGS AND INSERTS AT CONNECTIONS TO OUTLETS AND CORNER 3.3 CLEANING A CLEAN EQUIPMENT FINISHES TO REMOVE PAINT AND CONCRETE SPLATTERS. TERMINAL BLOCKS. MARK EACH TERMINAL ENCLOSURE ASSOCIATED WITH THE FIRE ALARM SYSTEM ALL CONNECTIONS WITH APPROVED CRIMP -ON ACCORDING TO THE SYSTEM'S WIRING DIAGRAMS. MAKE AL FITTINGS IN METAL RACEWAY. TERMINAL SPADE LUGS, PRESSURE-TYPE TERMINAL BLOCKS, OR PLUG CONNECTORS. 3. USE FITTINGS AND ACCESSORIES DESIGNED FOR USE WITH RACEWAY SYSTEM. 3.2 INSTAUATION C. CABLE TAPS: USE NUMBERED TERMINAL STRIPS IN JUNCTION, PULL, AND OUTLET BOXES, CABINETS, D. INSTALL AUXILIARY GUTTER AND WIREWAY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. A CLEAN EQUIPMENT FINISHES TO REMOVE PAINT AND CONCRETE SPLATTERS. OR EQUIPMENT ENCLOSURES WHERE CIRCUIT CONNECTIONS ARE MADE E. INSTALL ELECTRICAL BOXES AS SHOWN ON THE DRAWINGS, AND AS REQUIRED FOR D. COLOR -CODING: COLOR -CODE FIRE ALARM CONDUCTORS DIFFERENTLY FROM THE NORMA. BUILDING SPUCES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS AND REGULATORY SECRON13851- FIRE ALARM POWER WIRING. USE ONE COLOR -CODE FOR ALARM CIRCUIT WIRING AND A DIFFERENT COLOR -CODE REQUIREMENTS. GEN- FOR SUPERVISORY CIRCUITS. COLOR -CODE AUDIBLE ALARM -INDICATING CIRCUITS DIFFERENTLY FROM 1. USE CAST OUTLET BOX IN EXTERIOR LOCATIONS EXPOSED TO WEATHER AND WET LOCATIONS. PART 1 - CIRCUITS. USE DIFFERENT COLORS FOR VISIBLE ALARM -INDICATING DEVICES. PAINT ENCLOSURE FOR INTERIOR PULL AND JUNCTION BOX LARGER THAN 12 2. USE HINGED COVER ENCLOSURE 1.1 SUMMARY FIRE ALARM SYSTEM JUNCTION BOXES AND COVERS R ID. INCHES IN ANY DIMENSION. 3. LOCATE AND INSTALL ELECTRICAL BOXES TO ALLOW ACCESS. PROVIDE ACCESS PANELS IF A SYSTEM DESCRIPTION: 1. NONCODED, ADDRESSABLE SYSTEM; MULTIPLEXEDWI SIGNAL TRANSMISSION DEDICATED TO FIRE ALARM E. RISERS: INSTALL AT LEAST TWO VERTICAL CABLE RISERS SERVE THE FIRE ALARM SYSTEM. SEPARATE RISERS 1N CLOSE PROXIMITY TO EACH OTHER WITH A MINIMUM 1 -HOUR -RATED WALL, SO REQUIRED. SERVICE ONLY. B. PERFORMANCE REQUIREMENTS: THE LOSS OF ONE RISER DOES NOT PREVENT THE RECEIPT OR TRANSMISSION OF SIGNALS FROM 4. LOCATE AND INSTALL ELECTRICAL BOXES TO MAINTAIN HEADROOM AND TO PRESENT NEAT OTHER FLOORS OR ZONES. MECHANICAL APPEARANCE. 5. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS OR IN UNFINISHED 1. COMPLY WITH NFPA 72. 2. FIRE ALARM SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES: MANUAL F. WIRING TO REMOTE ALARM TRANSMITTING DEVICE 1 -INCH ( CONDUIT BETWEEN THE FACP AND EL AND THE TRANSMITTER INSTALL NUMBER OF CONDUCTORS AAND ELECTRICAL SUPERVISION FOR AREAS. STATIONS, HEAT DETECTORS, SMOKE DETECTORS, SPRINKLER SYSTEM WATER FLOW. CONNECTING WIRING AS NEEDED TO SUIT MONITORING FUNCTION. 6. PROVIDE KNOCKOUT CLOSURES FOR UNUSED OPENINGS. 3. FIRE ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: 7. AUGN WALL -MOUNTED OUTLET BOXES FOR SWITCHES, THERMOSTATS, AND SIMILAR DEVICES. a. ALARM NOTIFICATION APPLIANCES SHALL OPERATE CONTINUOUSLY. 3.3 GROUNDING 8. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF OUTLETS AE30VE COUNTERS AND b. IDENTIFY ALARM AT THE FACP AND REMOTE ANNUNCIATORS. DE -ENERGIZE ELECTROMAGNETIC DOOR HOLDERS. A GROUND THE FACP AND ASSOCIATED CIRCUITS; COMPLY WTTH IEEE 1100. INSTALL A GROUND WIRE BACKSPLASHES. 9. USE RECESSED OUTLET BOXES IN FINISHED AREAS AND WHERE INDICATED. c. d. TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING STATION. FROM MAIN SERVICE GROUND TO THE FACP. 10. SECURE BOXES TO INTERIOR WALL AND PARTITION STUDS, ACCURATELY POSITIONING TO ALLOW e. UNLOCK ELECTRIC DOOR LOCKS IN DESIGNATED EGRESS PATHS. f. RELEASE FIRE AND SMOKE DOORS HELD OPBY MAGNETIC DOOR HOLDERS, EN 3.4 FIELD QUALITY CONTROL FOR SURFACE FINISH THICKNESS. 11. USE STAMPED STEEL STUD BRIDGES FOR FLUSH OUTLETS IN HOLLOW STUD WALT, AND SHUTDOWN HEATING, VENTILATINGAND AIRCONDllIONING EQUIPMENT. g , - A PERFORM THE FOLLOWING FIELD TESTS AND INSPECTIONS AND PREPARE TEST REPORTS: 1. BEFORE REQUESTING FINAL APPROVAL OF THE INSTALLATION, SUBMIT A WRITTEN STATEMENT USING ADJUSTABLE STEEL CHANNEL FASTENERS FOR FLUSH CEILING OUTLET BOXES. 4. SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING: OPEN CIRCUITS, SHORTS AND GROUNDS OF WIRING FOR INITIATING DEVICE, SIGNALING UNE, THE FORM FOR RECORD OF COMPLETION SHOWN IN NEPA 72 12. L00ATE BOXES IN MASONRY WALLS TO REQUIRE CUTTING CORNER ONLY. COORDINATE MASONRY a. AND NOTIFICATION -APPLIANCE CIRCUITS. 2. PERFORM EACH ELECTRICAL TEST AND VISUAL AND MECHANICAL INSPEC11ON LISTED 1N NEPA 72. CUTTING TO ACHIEVE NEAT OPENINGS FOR BOXES. 13. DO NOT INSTALL BOXES BACK-TO-BACK IN WALLS; PROVIDE 6 INCHES SEPARATION, MINIMUM; b. OPENING, TAMPERING, OR REMOVAL OF ALARM -INITIATING AND SUPERVISORY PARAMETERS. CERTIFY COMPLIANCE WITH TEST VISUAL INSPECTION BEFORE ANY TESTING. USE AS -BUILT 3. VISUAL INSPECTION: CONDUCT A VISUAL EXCEPT PROVIDE 24 INCHES SEPARATION, MINIMUM IN ACOUSTIC -RATED WALLS. SIGNAL -INITIATING DEVICES. LOSS OF PRIMARY POWER AT THE FACP. DRAWINGS AND SYSTEM DOCUMENTATION FOR THE INSPECTION. IDENTIFY IMPROPERLY LOCATED, 14. DO NOT DAMAGE INSULATION. c. d. GROUND ORA SINGLE BREAK IN FACP INTERNAL CIRCUITS. DAMAGED, OR NONFUNCTIONAL EQUIPMENT, AND CORRECT BEFORE BEGINNING TESTS. F. INSTALL FLOOR BOXES ACCORDING TO MANUFACTURER'S INSTRUCTIONS. ABNORMAL AC VOLTAGE AT THE FACP. 4. TESTING: FOLLOW PROCEDURE AND RECORD RESULTS COMPLYING WITH REQUIREMENTS IN NFPA 1. SET BOXES LEVEL AND FLUSH WITH FINISH FLOORING MATERIAL e. f. A BREAK IN STANDBY BATTERY CIRCUITRY. 72. 2. USE CAST FLOOR BOXES FOR INSTALLATIONS IN SLAB ON GRADE. FAILURE OF BATTERY CHARGING. a. DETECTORS THAT ARE OUTSIDE THEIR MARKED SENSITIVITY RANGE SHALL BE REPLACED. G. INSTALL CABLE AND WIRE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. g. h. ABNORMAL POSITION OF ANY SWITCH AT THE FACP OR ANNUNCIATOR. B. TEST AND INSPECTION RECORDS: PREPARE ACCORDING TO NFPA 72, INCLUDING DEMONSTRATION OF 1. NEATLY TRAIN AND SECURE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS. 5. SYSTEM TROUBLE AND SUPERVISORY SIGNAL ACTIONS: RING TROUBLE BELL AND ANNUNCIATE AT SEQUENCES OF OPERATION BY USING THE MATRIX -STYLE FORM IN APPENDIX A IN NFPA 70. 2. USE WIRE PULLING LUBRICANT FOR PUWNG 4 AWG AND LARGER WIRES. THE FACP AND REMOTE ANNUNCIATORS AND THIRD PARTY MONITORING. 3. SUPPORT CABLES ABOVE ACCESSIBLE CEIUNGS TON KEEP THEM FROM RESTING ON _CEILING TILES. _ 4, MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPADITY OF CONDUCTORS WITHOUT 1,2 SUBMITTALS PERCEPTIBLE TEMPERATURE RISE. A. PRODUCT DATA: • FOR EACH TYPE OF PRODUCT INDICATED. 5. TERMINATE SPARE CONDUCTORS WITH ELECTRICAL TAPE. B. SHOP DRAWINGS: H. INSTALL WIRING DEVICES ACCORDING TO MANUFACTURER'S INSTRUCTIONS 1. SYSTEM OPERATION DESCRIPTION: DE -TAILED DESCRIPTION FOR THIS PROJECT, INCLUDING METHOD I. INSTALL WALL PLATES FLUSH AND LEVEL OF OPERATION AND SUPERVISION OF EACH TYPE OF CIRCUIT AND SEQUENCE OF OPERATIONS FOR 1. INSTALL PLATES ON SWITCH, RECEPTACLE, AND BLANK OUTLETS IN FINISHED AREAS, USING MANUALLY AND AUTOMATICALLY INITIATED SYSTEM INPUTS AND OUTPUTS. JUMBO SIZE PLATES FOR OUTLETS INSTALLED IN MASONRY WALLS. 2. DEVICE ADDRESS LIST: COORDINATE WITH FINAL SYSTEM PROGRAMMING. 2. INSTALL GALVANIZED STEEL PLATES ON OUTLET BOXES AND JUNCTION BOXES IN UNFINISHED 3, SYSTEM RISEP DIAGRAM WITH DEVICE ADDRESSES, CONDUIT SIZES, AND CABLE AND WIRE TYPES AREAS, ABOVE ACCESSIBLE CEIUNGS, AND ON SURFACE -MOUNTED OUTLETS. AND SIZES. J. INSTALL SERVICE FITTINGS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 4. WIRING DIAGRAMS: POWER, SIGNAL, AND CONTROL WIRING. INCLUDE DIAGRAMS FOR EQUIPMENT K. BEFORE INSTALLING RACEWAYS AND PULLING WIRE TO ANY MECHANICAL EQUIPMENT OR KITCHEN AND FOR SYSTEM WITH ALL TERMINALS AND INTERCONNECTIONS IDENTIFIED. SHOW WIRING COLOR EQUIPMENT, VERIFY ELECTRICAL CHARACTERISTICS WITH FINAL SUBMITTAL ON EQUIPMENT TO ASSURE CODE. PROPER NUMBER AND AWG OF CONDUCTORS. 5. BATTERIES: SIZE CALCULATIONS. L UNDERGROUND CABLE AND CONDUIT INSTALLATION SHALL CONFORM TO ANSI C2 AND NEC EXCEPT C. FIELD QUALITY -CONTROL TEST REPORTS. AS OTHERWISE INDICATED. THE CONTRACTOR SHALL PROMPTLY REPAIR ANY UTILITY LINES OR SYSTEM D. OPERATION AND MAINTENANCE DATA. DAMAGED BY HIS OPERATION. THE TOP OF UNDERGROUND CONDUIT SHALL NOT BE LESS THAN 24 E. SUBMITTALS TO AUTHORMES HAVING JURISDICTION: SUBMIT TO AUTHORITIES HAVING JURISDICTION. TO INCHES BELOW GRADE THE BOTTOM OF CONDUITS TRENCH SHALL BE GRADED SMOOTH, WHERE FACILITATE REVIEW, INCLUDE COPIES OF ANNOTATED CONTRACT DRAWINGS AS NEEDED TO DEPICT ROCK AND SHARP EDGED MATERIAL ARE ENCOUNTERED, THE BOTTOM SHALL BE EXCAVATED FOR COMPONENT LOCATIONS. RESUBMIT IF REQUIRED TO MAKE CLARIFICATIONS OR REVISIONS TO OBTAIN ADDITIONAL 3 INCHES, FILLED AND TAMPED LEVEL TO THE ORIGINAL BOTTOM WITH SAND OR EARTH APPROVAL FREE FROM ROCKS AND SHARP MATERIALS. PROVIDE MAGNETIC YELLOW WARNING TAPE ABOVE THE F. DOCUMENTATION: ENTIRE LENGTH OF UNDERGROUND CONDUITS TAPE SHALL BE BURIED 12" BELOW GRADE. 1. APPROVAL AND ACCEPTANCE PROVIDE THE "RECORD OF COMPLETION" FORM ACCORDING TO NEPA M. SURFACES DISTURBED DURING THE INSTALLATION OF UNDERGROUND CONDUITS SHALL BE RESTORED 72 TO OWNER, AND AUTHORITIES HAVING JURISDICTION. TO THEIR ORIGINAL CONDITIONS. PROVIDE SOD OF QUA ITYEQUAL TO THAT REMOVED, PATCH 2. RECORD OF COMPLETION DOCUMENTS: PROVIDE THE "PERMANENT RECORDS" ACCORDING TO NFPA PAVEMENT, SIDEWALK CURB, ETC. EXCAVATED MATERIAL NOT REQUIRED OR SUITABLE FOR BACKFILL 72 TO OWNER, AND AUTHORITIES HAVING JURISDICTION. SHALL BE REMOVED FROM PROJECT SITE, REMOVE WATER FROM EXCAVATION BY PUMPING OR OTHER APPROVED METHOD. BACKFILL SHALL BE FREE FROM LARGE CLODS OF EARTH OR STONES OVER 1 INCH IN SIZE. rz cV cv W) o 0 � o ,,qqrr�� t CV " (L 4 ZZO Q p N F--, F -i `I' N ~ cv O O d-� W J N = U w w WQ O W IED U F- L�t z U Z w J Q L.n t` OLn w a aZQ< H m Q f U �--�i u Q Lrj c� 0 01 F- 00 0 © O Qvv IL x � Q Ln U w rz cV cv W) O � LJL ,,qqrr�� t CV " (L 4 (� Q LLTll.lF. a SCALE THE DRAWINGS O �0 Z U O u - W J N = U LLj WQ O W IED a F- L�t z a Z w J Q rz cV cv W) x s, i 3 w i of ,,qqrr�� t 0. " LL. > w LLTll.lF. a SCALE THE DRAWINGS �0 Z U to - � Q !� o o Q� �. CAI ���@ �Z w a aZQ< Q Q f U ��` w Lrj c� 0 01 F- © O Qvv IL w � Q w J � = w � Q J 0 n x s, i 3 aTe i of ,,qqrr�� t DO NOT SCALE THE DRAWINGS 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE JUNE _, 2018 PROJECT NUMBER 20180402 ELECTRICAL SPECIFICATIONS E3.1 ZD M; N o wy� 130 -zss' MPH U Q / 125 MPHLi 0 \ N B�uER T. — T'A"T' 08 -2S -29E 2.46 uj ~ -to BMH PT GOVT LOT 2 RECD O/R < < "T` 18318-2186 (n DUVAL COUNTY ,a 1-29 FLORIDA / 2017 FLORIDA BUILDING CODE, 6th EDITION 2017 FLORIDA FIRE PREVENTION CODE, 6th EDITION NATIONAL ELECTRIC CODE, NFPA 70, 2011 EDITION BUILDING CODE SUMMARY: BUILDING OCCUPANCY R-1 NUMBER OF STORIES 3 NEWLY CONSTRUCTED AREA 276 S.F. SPRINKLERED YES, FULLY SPRINKLERED BUILDING - CONTRACTOR SHALL EXTEND EXISTING SPRINKLER SYSTEM INTO NEWLY CONSTRUCTION TYPE IIIB, 111(200) TYPICAL CONSTRUCTION NOTES: 1. WALLS ARE NOMINAL 8"x8"x16° CONCRETE MASONRY UNITS (CMU) REINFORCED PER STRUCTURAL DRAWINGS. EXTERIOR COATING SHALL BE 3 -PART STUCCO SYSTEM WITH ELASTOMERIC COATING IN A COLOR CHOSEN BY THE OWNER. STUCCO SHALL HAVE CONTROL JOINTS PER DRAWINGS, LOCATED AT EACH FLOOR'S FINISHED FLOOR LEVEL. 2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED 3. CONTRACTOR SHALL SELECT EXTERIOR BUILDING PRODUCTS APPROVED BY THE FLORIDA BUILDING COMMISSION AND BEARING PRODUCT APPROVAL NUMBERS FOR PANEL WALLS, EXTERIOR DOORS, ROOFING PRODUCTS, SKYLIGHTS, WINDOWS, SHUTTERS, STRUCTURAL COMPONENTS, AND BUILDING ENVELOPE PRODUCTS OF NEW TECHNOLOGY. 4. VERIFY LOCATIONS OF UNDERGROUND UTILITIES BEFORE EXCAVATING. 5. ELEVATOR HOISTWAY SHALL BE CONTRUCTED IN ACCORDANCE WITH REQUIREMENTS OF THE ELEVATOR VENDOR'S APPROVED SHOP DRAWINGS. ANY CONFLICTS BETWEEN THE CONSTRUCTION DOCUMENTS AND THE ELEVATOR SHOP DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN A TIMELY MANNER TO PREVENT DELAYS IN CONSTRUCTION. U W Q CL W W w z. O CD N x I 0 NORTH SITE PLAN NOT TO SCALE NORTH ROOF PLAN 1/4" = 1'-0" EXISTING CONC SIDEWALK EXISTING BUILDING EXISTING CONC. SIDEWALK of EXISTING CONC. 4'-7" 3'-6" 7 WALKWAY SLOP CNC. 1 " AWAY R M OP'G. CMU PARAPET-/ ELEVATOR ROOF BELOW HOISTWAY w 0 J 2 -HOUR FIRE RATED 9'-8„ SHAFT CONSTRUCTED IN ACCORDANCE WITH UL DE� H No. U905 2nd & 3rd FLOOR PLA 1/4" = 1'-0" EXIST'G. PANEL HOUSEKEEPING c T n 7) WOMEN MEN (O a EXISTING CONC. SIDEWALK 3'-1x 8'-1 , SLOPE CONC. 1' AWAY FROM OP'G. :1.30 DOOR & FRAME EXISTING CONC SIDEWALK EXISTING GUARDRAIL-\ EXISTING CONC. EXISTING CONC SIDEWALK SIDEWALK EXISTING LANDSCAPED AREA 5'- 10" i'-6" 71 EXISTING CONC. SIDEWALK (H.M. 42"x84" NOM. LADD 2 -HOUR FIRE RATED SIZE) ELEVATOR SHAFT CONSTRUCTED IN -r-- ELEVATOR HOISTWAY ACCORDANCE WITH UL MACHINE DESIGN No. U905 ROOM Pi 8,-0„ 8„ 8,-4„ 18,-4" EXISTING LANDSCAPED AREA NORTH 1 st FLOOR PLAN 1/4" = 1'-0" 0 m CD z I) m CD z x w EXIST'G. CONC. SLAB STUCCO CONTROL JOINT STUCCO CONTROL JOINT -CMU PARAPET EXIST'G. 11 FLASHING & CONC. SLAB 11 rSEALANT 3 -COAT STUCCO W/ ELASTOMERIC COATING OVER CMU EXIST'G. CONC. SLAB WEST ELEVATION 1/4" = 1'-0" x� STUCCO CONTROL JOINT 42"H GUARDRAIL EXIST'G. CONC. SLAB o STUCCO CONTROL JOINT ru 0 1— _ I 42"H GUAR AIL C EXIST'G. CONC. SLAB JOINT 3 -COAT STUCCO W/ ELASTOMERIC COATING OVER CMU 3 EAST ELEVATION 1/4" = 1'-0" EXIST'G. C0\(". SLAB 2 SOUTH ELEVATION 1/4" = 1'-0" u p -T r1T gigolo 111111111 =unit Lu I 3 -COAT STUCCO W/ ELASTOMERIC COATING OVER CMU PAINTED WD. TRIM CRICKET TO CMU WALL W/ MTL. FLASHING EXISTING ROOF STRUCTURE MODIFY EXISTING GUARDRAIL CMU TO 48" MIN. A.F.F. MODIFY EXISTING GUARDRAIL I r4_NORTH ELEVATION Ai SEP 19 V18 0 Nib EXCEP E ECINS 0 EXCEPTIONS il"Is NOTE z a J N z O U 5TH REVISION Q O � IX OfN �o 0 0 a I.... �- a O Q � O O LL W J N = Ww uj a om JLy r O Z ZWQ U F- 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION �o d PLANS, ELEVATIONS, & DETAILS A -i L W � Q 0 DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 28, 2018 PROJECT NUMBER 20180402 PLANS, ELEVATIONS, & DETAILS A -i a' MODIFIED BITUMEN ROOFING METAL FLASHING OVER LIGHTWEIGHT INSUL. N; OVER P.T. FASCIA---, CONC. ON METAL DECK---, W c! U LL 0 n 0 f3 COAT STUCCO W/ ELASTOMERIC COATING OVER CMU O HOISTWAY SECTION 1/2" = 1'-0" IM y LLI W 0 DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 28, 2018 PROJECT NUMBER 20180402 SECTIONS & DETAILS A-2 VENTILATION LOUVER MODIFIED BITUMEN ROOFING HOISTWAY OVER STRUCTURAL PLYW'D. BEAM DECK CRICKET FLASHING I EXISTING ROOF TRUSSES EXISTING ROOF & SOFFIT 00 COORDINATE MASONRY cv OPENING SIZE W/ ELEVATOR REQUIREMENTS 0 I 00 EXISTING OPEN COORIDOR CONC. — SLOPE AWAY FROM OPENING EXISTING CONC. SLAB tj NEW ELEVATOR HOISTWAY I 00 EXISTING OPEN COORIDOR EXISTING CONC. SLAB c� I EXISTING OPEN 00 COORIDOR EXISTING CONC. SLAB f3 COAT STUCCO W/ ELASTOMERIC COATING OVER CMU O HOISTWAY SECTION 1/2" = 1'-0" IM y LLI W 0 DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 28, 2018 PROJECT NUMBER 20180402 SECTIONS & DETAILS A-2 w N W W Y) I- U w _H S U r' Q w w r' Z O a" 0 N GENERAL NOTES: 1. GENERAL INFORMATION 1. IF THE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT RESTRICTIONS AND REQUIREMENTS SHALL GOVERN. 2. PLAN NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. TYPICAL DETAILS AND SECTIONS NOT CUT ON THE PLANS SHALL APPLY UNLESS NOTED OTHERWISE. 3. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 4. CONTRACTORS ARE REQUIRED TO COORDINATE THEIR RESPECTIVE WORK WITH ALL OTHER DISCIPLINES TO AVOID ANY CONFLICTS DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS. 5. LOCATION, SIZES AND QUANTITY OF ALL OPENINGS MAY NOT BE COMPLETELY INDICATED ON THE STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL OPENINGS WITH ALL OTHER DISCIPLINES PRIOR TO ANY FABRICATION. 6. CONTRACTORS ARE REQUIRED TO VERIFY EXISTING CONDITIONS PRIOR TO ANY FABRICATION OR CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, NOTIFY A/E IMMEDIATELY FOR MODIFICATIONS TO THE DRAWINGS. 7. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING, UNDERPINNING, ETC. THE A/E IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR SAFETY PROCEDURES DURING CONSTRUCTION. 8. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. 9. THE DESIGN OF LIGHT -GAGE COLD FORM STEEL AND ASSOCIATED CONNECTIONS SHALL BE DESIGNED BY A SPECIALITY ENGINEER REGISTERED IN THE STATE OF FLORIDA. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL AND BEAR THE SEAL AND SIGNATURE OF THE SPECIALTY ENGINEER. 10. CONTRACTOR SITYLLNEWFIELD WORKVERIFY PRIORALL TOEXISTING ANY EREDIMENSION ORAND FABRI�ATDION OF NEW SEXISTING TRUCTURAL STEEL. AND SITE THAT ARE AFFECTED B 11. CONTRACTOR SHALL MAKE ALLOWANCE FOR SUPPLYING AND ERECTING (2) TONS OF REINFORCED STEEL AND (1) TON OF STRUCTURAL STEEL OF VARIOUS SIZES TO BE USED IN PLACE AT THE DISCRETION OF THE STRUCTURAL ENGINEER. 2. DESIGN 1. BUILDING CODE: THE FLORIDA BUILDING CODE 5TH EDITION, (2014). 2. DESIGN CODES: (LATEST EDITION, U.N.O.) - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10) - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530-11 - SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC 360-10) - STEEL DECK INSTITUTE (SDI) - AMERICAN IRON AND STEEL INSTITUTE (AISI) - AMERICAN CONCRETE INSTITUTE (ACI), 318-11 - CONCRETE REINFORCING STEEL INSTITUTE (CRSI) - STRUCTURAL WELDING CODE ANSI/AWS D1.1 3. DESIGN LOAD CRITERIA: ROOF - GRAVITY LOADS: - DEAD LOADS FOR ROOF SYSTEM............................................................. 25 PSF LIVE LOADS: - ROOF LIVE LOAD: 1. ORDINARY ROOFS (ADJUSTABLE FOR ROOF PITCH ............................................ 20 PSF A.) ELEVATOR HOIST BEAM...................................................................... .....5000 lbs CAPACITY B.) STORAGE....................................100 PSF VERIFY WITH EUIPMENT SUPPLIER WIND LOAD CRITERIA- - BASIC WIND SPEED.........................................................: Vult = 130 MPH (3 SECOND GUST) Vasd =102 MPH (3 SECOND GUST) - WIND RISK CATEGORY ................................................ II - ENCLOSURE CLASSIFICATION .............................................. ENCLOSED - WIND EXPOSURE CATEGORY ..........................................: D - INTERNAL PRESSURE COEFFICIENT .................................. t 0.18 - REFER TO SHEET SO.2 FOR WIND PRESSURE TABLES AND DIAGRAMS. 00 . I 3. EARTHWORK/FOUNDATION NOTES 1. BUILDING FOUNDATION DESIGN BASED ON NET ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF FOR COLUMN SPREAD FOOTINGS AND FOR CONTINUOUS WALL FOOTINGS. 2. BUILDING FOUNDATION SHALL BE PLACED ON FIRM, UNDISTURBED NATURAL SOILS OR ON ENGINEERED FILL MATERIAL. FOR AREAS REQUIRING ENGINEERED FILL, THIS MATERIAL SHALL CONSIST OF CLEAN GRANULAR FILL COMPACTED AND PLACED IN LIFTS AS RECOMMENDED BY THE SOILS ENGINEER ON SITE. SOIL BEARING PRESSURE OF ENGINEERED FILL TO BE FIELD VERIFIED BY THE SOILS ENGINEER ON SITE PRIOR TO CONSTRUCTION. 3. SUBBASE MATERIAL UNDER SLABS -ON -GRADE TO BE CLEAN GRANULAR FILL COMPACTED AS RECOMMENDED BY THE SOILS ENGINEER ON SITE. 4. BACKFILL AGAINST GRADE BEAMS AND SITE WALLS SHALL BE PLACED EVENLY ON BOTH SIDES. 5. UNDERCUTTING OF THE SOIL FOR FOUNDATION AND/OR PLACEMENT MAY BE REQUIRED. THE STRUCTURAL DRAWINGS MAY NOT INDICATE THE ENTIRE SCOPE OF UNDERCUTTING, FILL, BAD SOIL OR ROCK REMOVAL THAT MAY BE REQUIRED TO ATTAIN THE DESIGN SOIL BEARING PRESSURES. IT IS THE CONTRACTOR'S RESPONSIBILITY, BEFORE BIDDING, TO ASSESS THE EXTENT OF EXCAVATION AND COMPACTION THAT MAY BE REQUIRED TO MEET THE DESIGN CRITERIA. 6, IF DEWATERING IS REQUIRED, SUMPS SHALL NOT BE PLACED WITHIN THE FOUNDATION EXCAVATION. 7, GEO-TECHNICAL REPORT BY UNIVERSAL ENGINEERING SCIENCES, PROJECT No.0930-1800117.0000 REPORT # 1573104 DATED MAY 30,2018 STRICTLY FOLLOW SITE RECOMMENDDATIONS LISTED IN THE REPORT. 4. CONCRETE 1. ALL CONCRETE, UNLESS OTHERWISE NOTED IN SCHEDULES OR DETAILS, SHALL HAVE A MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH OF 4000 PSI. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). FOOTINGS ................................................... F'c = 4000 PSI SLAB ON GRADE ........................................ F'c = 4000 PSI SLAB ABOVE GRADE. .................................. F'c = 4000 PSI ALL OTHER ................................................. F'c = 4000 PSI 2. ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR -ENTRAINED. FOR SURFACE FINISHES AND OTHER REQUIREMENTS, REFER TO THE CONCRETE SPECIFICATIONS. 3. DETAILS OF FABRICATION OF REINFORCEMENT, HANDLING AND PLACEMENT OF THE CONCRETE, CONSTRUCTION OF FORMS AND PLACEMENT OF REINFORCEMENT, NOT OTHERWISE COVERED BY THE PLANS AND SPECIFICATIONS, SHALL COMPLY WITH THE LATEST ADDITION OF THE A.C.I. CODE AND C.R.S.I. REQUIREMENTS. 4. ALL MISCELLANEOUS ITEMS TO BE INSTALLED IN ANY CONCRETE WORK, SUCH AS PIPES, ELECTRICAL CONDUITS, DOVETAIL ANCHOR SLOTS, RELETS, ETC., SHALL BE PROPERLY LOCATED, INSTALLED AND CHECKED PRIOR TO PLACEMENT OF CONCRETE. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR THE EXACT EXTENT AND LOCATION OF THESE ITEMS THAT ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. 5. PROVIDE SLEEVES FOR ALL PIPE AND CONDUIT PENETRATIONS IN FOUNDATION WALLS, GRADE BEAMS, WALL FOOTINGS AND TRENCH FOOTINGS TO TOTALLY SEPARATE THE PIPES FROM THE CONCRETE. REFER TO TYPICAL DETAILS. 6. CONTROL JOINTS, IF NOT SHOWN ON DRAWINGS, SHALL BE PROVIDED IN ALL SLABS -ON -GRADE THAT ARE EXPOSED OR THAT SUPPORT BRITTLE FINISHES SUCH AS CERAMIC TILE OR TERAZZO. JOINTS SHALL BE LOCATED ON EACH COLUMN LINE AND NOT TO EXCEED 15' IN EITHER DIRECTION U.N.O. SEE TYPICAL SLAB -ON -GRADE DETAILS. 7. THE SAW CUTTING OF CONTROL JOINTS IN A SLAB -ON -GRADE MAY BEGIN WHEN THE CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE THE SURFACE AND BEFORE THE CONCRETE DEVELOPS RANDOM SHRINKAGE CRACKING. SAW CUTTING MA BEGIN AND FINISH WITHIN 4 TO 12 HOURS AFTER SURFACE FINISHING IS COMPLETE. 8. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS FOR REVIEW AND APPROVAL. MINIMUM FREQUENCY OF TESTING FOR EACH CLASS OF CONCRETE IS THE GREATEST OF: A) ONCE EACH DAY. B) ONCE FOR EACH 100 CY. C) ONCE FOR EACH 5000 SF OF SLAB OR WALL SURFACE AREA. D) FIVE TESTS 9. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR APPROVAL 10. FORMWORK AND SHORING (CONCRETE SLABS AND BEAMS): NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT STORIES OF SHORING AND (/OR) RESHORING SHALL BE USED WHICH SHALL LEAST TWO THIRDS OF THE 28 DAY DESIGN STRENGTH. A MINIMUM OF 3 CONSIST OF ONE COMPLETE SET OF VERTICAL SHORES AND TWO SETS OF VERTICAL SHORES THAT COMPRISE AT LEAST 50% OF A COMPLETE SETT. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. DRAWINGS FOR SHORING AND RESHORING SHALL BE PREPARED BY A FLORIDA ASTM A572 OR ASTM A992 REGISTERED PROFESSIONAL ENGINEER. -CHANNELS, ANGLES, PLATES, BARS ......... ASTM A36 (Fy = 36 KSI) 7:1 z 6. STRUCTURAL STEEL 1� 1. DETAILS FOR DESIGN, 17ABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH Q THE LATEST A.I.S.C. STANDARDS UNLESS OTHERWISE NOTED OR SPECIFIED. O 0 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING U.N.O. ON THE STRUCTURAL DRAWINGS: w -WIDE FLANGE SHAPES ............................... ASTM A572 OR ASTM A992 (Fy =50 KSI) = U -CHANNELS, ANGLES, PLATES, BARS ......... ASTM A36 (Fy = 36 KSI) 7:1 z u-5 -RECTANGULAR TUBES (HSS) ..................... ASTM A500 GRADE B (Fy = 46 KSI) -STRUCTURAL PIPE ..................................... ASTM A53 GRADE B (Fy = 35 KSI) 3. ALL STRUCTURAL BOLTS (INCLUDING WASHERS AND NUTS) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A U 325 OR A490. ALL BOLTS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION U.N.O. BOLTING OF STRUCTURAL Lu STEEL SHALL CONFORM TO THE PROVISIONS OF RCSC "SPECIFICATIONS" FOR STRUCTURAL JOINTS USING ASTM A 325 AND A490 BOLTS. a Q 4. MINIMUM SIZE OF BOLTS SHALL BE 3/4" DIAMETER, AND EACH CONNECTION SHALL HAVE A MINIMUM OF 2 BOLTS WITH ONE HARDENED WASHER PER BOLT. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM F-1554, GRADE 36, AS NOTED ON THE DRAWINGS. REFER TO TYPICAL DETAIL FOR SIZE AND LENGTH. 6. PERMANENT MACHINE BOLTS, USING AN APPROVED TYPE OF SELF ANCHORING HEX NUT, MAY BE USED FOR SUCH MINOR CONNECTIONS AS SHELF ANGLES, CLOSURES, ETC. 3 APPROVED EQUAL) WITH A MIN. 7. EXPANSION BOLTS SHALL BE A MINIMUM OF /4 DIAMETER (HILTI KWIK BOLT II OR Q ) EMBEDMENT OF 3Y4" INTO CONCRETE AND 5Y4" INTO GROUT FILLED CONCRETE MASONRY UNITS. 8. EPDXY ANCHOR BOLTS SHALL BE A MINIMUM OF HITLI RE500-SD (OR APPROVED EQUAL). MINIMUM EMBEDMENT SHALL BE 12" TIMES BAR DIAMETER U.O.N. FOLLOW ALL WRITTEN MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. 9. WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S (AWS) STRUCTURAL WELDING CODES. ALL WELDING SHALL BE PERFORMED BY PREQUALIFIED WELDERS, 10. WELDED CONNECTIONS FOR STEEL MEETING ASTM A992 OR A572 SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. OTHER WELDED CONNECTIONS TO BE MADE WITH REGULAR E70XX ELECTRODES. 11. WELDS NOT OTHERWISE NOTED ON DRAWINGS SHALL BE CONTINUOUS FILLET WELDS. THE MINIMUM SIZE SHALL BE Y4", (MIN. 2"-12") OR AS REQUIRED BY THE AISC SPECIFICATIONS, WHICHEVER IS LARGER. 12. MINIMUM THICKNESS OF ALL CONNECTION MATERIAL SHALL BE Y4". 13. UNLESS NOTED OTHERWISE, ALL SIMPLE BEAM SHEAR CONNECTIONS SHALL BE MADE USING DOUBLE ANGLE CONNECTIONS. CONNECTIONS SHALL BE HIGH STRENGTH BOLT BEARING TYPE WITH THREADED PARTS INCLUDED IN THE SHEAR PLANE. ALL CONNECTIONS, UNLESS FULLY DETAILED ON THE STRUCTURAL DRAWINGS, SHALL BE DESIGNED AND DETAILED BY THE STRUCTURAL STEEL FABRICATOR TO MEET BOTH AISC AND OSHA REQUIREMENTS. REFER TO TYPICAL DETAILS FOR TYPE OF SIMPLE BEAM CONNECTION AND MINIMUM BOLT REQUIREMENTS. 14. PROVIDE TEMPORARY ERECTION BRACING OF THE STRUCTURE UNTIL ALL PERMANENT LATERAL SUPPORT IS IN PLACE. FIELD PAINT, INHERE APPLICABLE, ALL FIELD WELDS, ABRASIONS, RUST SPOTS AND FIELD BOLTS ON STRUCTURAL STEEL, JOISTS AND DECKING AFTER ERECTION. 15. ALL EDGE ANGLES OR BENT PLATES SHALL BE FIELD APPLIED TO THE BEAMS WITH ±1/8" HORIZONTAL AND VERTICAL TOLERANCE TO FACILITATE OTHER INSTALLATIONS. 16. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STEEL. 17. ALL INTERIOR & EXTERIOR EXPOSED STEEL SHALL RECEIVE ONE SHOP COAT OF RED OXIDE PRIMER. INTERIOR STEEL BEAMS, COLUMNS, ANGLES ETC. ARE REQUIRED TO BE SHOP PRIMED PRIOR TO PAINTING EXPOSED STEEL 18. SUBMIT SHOP DRAWINGS FOR STRUCTURAL STEEL FABRICATION FOR APPROVAL PRIOR TO INSTALLING WORK. 7. METAL ROOF DECK A. ALL METAL DECK MATERIAL, FABRICATION, AND INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF THE STEEL DECK INSTITUTE (SDI) "SPECIFICATIONS AND COMMENTARY" AND "CODE OF RECOMMENDED STANDARD PRACTICE". DECK SHALL BE GALVANIZED G-90. B. DECK SHALL BE PROVIDED IN A MINIMUM OF 3 SPAN LENGTHS WHERE POSSIBLE. C. METAL ROOF DECK IS DESIGNED AS A HORIZONTAL DIAPHRAGM. ALL WELDS SHALL BE 5/8" PUDDLE WELDS. WELDING PATTERN REFER TO THIS SHEET FOR TYPICAL ROOF DECK ATTACHMENT PATTERNS. D. PROVIDE ALL REQUIRED ACCESSORIES FOR A COMPLETE JOB INCLUDING DECK SUPPORT ANGLES AT COLUMNS AND DECK SPAN CHANGES, COVER PLATES, CLOSURES AND SUMP PANS. E. WHERE INDICATED ON DRAWINGS SHALL BE 22 GAGE, TYPE B - WIDE RIB (36" WIDE) ASSEMBLY, 0.0295" THICK, TOUGH TEMPER COLD ROLLED STEEL AND HAVING A MINIMUM YIELD STRESS (Fy) OF 33,000 PSI AND CORRUGATED TO A PATTERN OF %"x6". THE DECK SHALL HAVE A MINIMUM SECTION MODULUS (SN) OF 0.186 IN.3/FT. WIDTH AND A,3 MINIMUM MOMENT OF INERTIA (IN) OF 0.183 IN. 4/FT. 36" 36/7/2 PATTERN ROOF DECK ATTACHMENT PATTERN NOT TO SCALE NOTES: 1. 5/8"0 PUDDLE WELDED CONNECTION 0 6" O.C. TO ALL SUPPORTS. 2. #12 TEK SCREWS AT 1/3 SPAN OF SIDE LAPS (2 PER SPAN). (ALL SCREWS SHALL BE EQUALLY SPACED). 3. WELD AT 6"O.C. AT PERIMETER SUPPORTS. E. SUBMIT METAL DECK SHOP DRAWINGS INDICATING TYPE AND PROPERTIES SPECIFIED. E�,ayU�'o NO. 17883 _ ? n -STAI" E OF o- d, t U) W 0 Z Q LL LLI Z W 0 ch W r igU W DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 AND O O 1� N oo Z ® 0 Q C/2 c3 O 0 Q � O Lu w W W N = U WU x 7:1 z u-5 � O U W 66 2 O z U w F - Q U C) a I c� ) @) Lu Iz az DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 AND O O 1� ry N N ® 0 Q � Q O 0 Q � O Lu O LL W N = U WU W Q W m � O U W0 Z z U w F - Q DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 AND N N r� Lu J ^ v Lt_ Lu W o uLLJ Wtjw 00o J _ L0 Q o p U U i U C) a I c� ) @) Lu Iz az �= o V a Q cc v W 0 �' O w o:orn� 00 O Q u_ Z U w E; Q W J � = w Y F- Q J N7 0 r` Ln DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 AND 10 rn X 0 COMPONENTS & CLADDING WIND PRESSURES 0 zo SAME SIZE & NO. 8. REINFORCING STEEL a S-3 FTG. REINF. N 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST ADDITION OF ACI 315, ACI 318, 5 PARAPET WIND AREA U) ARCH'L AND CRSI. ) 2. REINFORCEMENT SHALL HAVE DEFORMED SURFACES IN ACCORDANCE WITH ASTM A615 WITH MINIMUM YIELD STRENGTH OF 60,000 ILL vi 10 S.F. OR LESS PSI. BC 3. WELDED WIRE FABRIC SHALL BE SMOOTH CONFORMING TO ASTM A185. - LONG LEG HORIZONTAL 4. PROVIDE CORNER BARS AT ALL WALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. 50 S.F. 5. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE PROTECTION (CLEAR COVER) UNLESS OTHERWISE NOTED: +16 �• � o - SURFACES NOT FORMED AND IN CONTACT WITH SOIL ...............: 3" +41 33 ±70 - FORMED SURFACES IN CONTACT WITH SOIL OR WEATHER .........: 2" - LONG WAY BRG - BEAMS, GIRDERS AND COLUMNS .................................................: 1 1/2 MFR an - WALLS AND JOISTS.......................................................................: 3/4" - CENTER TO CENTER 100 S.F. - SLABS ON GROUND......................................................................: 2" FROM TOP CIP 6. PROVIDE 40 BAR DIA. LAP AT ALL SPLICES U.O.N. WWF WIRE SPACING + 6". cV 7. WELDED WIRE REINFORCEMENT (WWR) IN THE CONCRETE SLAB -ON -GRADE SHALL BE SUPPORTED TO PROVIDE REQUIRED �,4 - MATERIAL COVER/PLACEMENT DEPTH; AND PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT OPERATIONS. 9. REINFORCED MASONRY 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530-08/ASCE 5-08/TMS 404-08" BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", LATEST EDITION. 2. LAP VERTICAL BARS MINIMUM OF 48 BAR DIAMETERS WITH WIRE TIES. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" LIFTS MAXIMUM. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED, MASONRY SHALL BE f'm = 1500 PSI. 4. FILL ALL CELLS UP TO SLAB -ON -GRADE ALL AROUND BUILDING. 5. PROVIDE #9 GALV. HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16"O.C. VERTICALLY, UNLESS NOTED OTHERWISE. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN BOND BEAMS AT 8"O.C. VERTICALLY. LAP JOINT REINFORCEMENT 12"O.C. MINIMUM. 6. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 32 O.C. ACROSS VERTICAL CONTROL JOINTS IN WALLS AT 16"O.C. AND ACROSS VERTICAL CONTROL JOINTS IN BOND BEAMS. TOP AND BOTTOM REINFORCEMENT IN SPANDREL BEAMS SHALL BE CONTINUOUS ACROSS CONTROL JOINTS. 7. PROVIDE 8"x8" BOND BEAM ® TOP OF WALLS. REINFORCE BOND BEAM WITH (2) #5 PER 8" OF DEPTH. UNLESS NOTED OTHERWISE. 8. PROVIDE VERTICAL BARS AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF CONTROL JOINTS, REFER TO DETAIL B3/S4.2. 9. PROVIDE (2) #5 BARS VERTICAL AT 8"O.C. AT END WALLS. REFER TO PLANS FOR VERTICAL WALL REINFORCING. PROVIDE VERTICAL BARS EACH SIDE OF OPENINGS, 10. ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL BE FULL -BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES OR BY EQUIVALENT MECHANICAL ANCHORAGE. 11. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS, VERTICAL CELL MEASURING NOT LESS THAN 3" AND HAVING A CLEAR AREA OF 10 SQUARE INCHES. 12. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 10 FEET. 13. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT NOT LESS THAN Y2" BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 14. WHERE LINTELS BEAR ON MASONRY WALLS, THEY SHALL BEAR ON EITHER A BOND BEAM COURSE OR CORES GROUTED SOLID. ALL LINTELS SHALL HAVE AT LEAST 8" OF BEARING AT EACH END UNLESS NOTED OTHERWISE. 15. ALL GROUT PLACED SHALL BE VIBRATED BY MECHANICAL VIBRATORS. 16. PROVIDE CONTROL JOINTS IN MASONRY WALLS AS INDICATED. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. 10. SHOP DRAWING REVIEW: 1. ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED PROPERTY OF Suresh R. Patel, INC. ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THE EXPRESS, WRITTEN PERMISSION OF SURESH R. PATEL, INC. USERS WILL SIGN A RELEASE. 2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. TOP 0 FOOTI N EL.: SEE PI Z TYPOO 060 a TABLE I COMPONENTS & CLADDING WIND PRESSURES 0 zo SAME SIZE & NO. ROOF PRESSURES IN PSF VERTICAL SURFACES PRESSURES IN PSF EFFECTIVE ZONE S-3 FTG. REINF. 3 KLF - KIPS PER LINEAR FOOT 5 PARAPET WIND AREA - CONSTRUCTION JOINT ARCH'L - ARCHITECTURAL L - ANGLE B/ ILL vi 10 S.F. OR LESS - LONG BC +16 -67 LLH - LONG LEG HORIZONTAL +49 ±70 50 S.F. - LONG LEG VERTICAL a +16 �• � o - LOW POINT +41 33 ±70 LW - LONG WAY BRG 53 MFR an C/C - CENTER TO CENTER 100 S.F. - MASONRY CIP +16 a cV +36 31 ±70 �,4 - MATERIAL CL -47 a a a a a a o CLR d 500 S.F. OR LARGER a CMU +16 47 2 SEE PLAN & +30 27 ±70 NOTES: 1. EDGE DISTANCE "a" = 3'-0" 2. THE PROPOSED STRUCTURE IS NOT LOCATED WITHIN A WIND BORNE DEBRIS AREA: 3. DESIGN PRESSURE VALUES FOR OTHER EFFECTIVE TRIBUTARY AREAS SHALL BE LINEARLY INTERPOLATED BETWEEN VALUES SHOWN. 4. DESIGN PRESSURE ARE ULTIMATE VALUES AND SHALL BE USED WITH LOAD COMBINATIONS PER ASCE 7-10 ZONE ZONE O O USE WHERE APPLICABLE 3TEP FOOTING DETAIL SCALE: NOSE ADD CORNER - BAR ON ALL CONTINUOUS BARS TO MATCH SIZE OF. FTG. REINF. PARAPET STANDARD ACI DIAMETER LAP TYP. SIMPLIFIED ELEVATION MAIN ROOF d CONT. FTG. SEE PLAN AND SCHD. FOR SIZE AND REINFORCEMENT. TYP. CORNER REINF. DETAIL 3A4 FOR FOOTINGS & BEAMS SCALE: ' STRUCTURAL DRAWINGS INDEX SHEET 0 zo SAME SIZE & NO. DESIGN CRITERIA AND GENERAL NOTES S-2 GENERAL NOTES AND TYPICAL DETAILS S-3 FTG. REINF. TOP OF F00 KLF - KIPS PER LINEAR FOOT wAS ZLn - ARCHITECT EL.: SEE PLS - CONSTRUCTION JOINT ARCH'L - ARCHITECTURAL L - ANGLE B/ ILL vi 0 0oa - LONG BC - BOTTOM CHORD LLH - LONG LEG HORIZONTAL BLDG - BUILDING xa - LONG LEG VERTICAL a - BEAM �• � o - LOW POINT BOTT a LW - LONG WAY BRG - BEARING MFR an C/C - CENTER TO CENTER O - MASONRY CIP a a cV CJ °Q �,4 - MATERIAL CL - CENTERLINE a a a a a a o CLR d a a CMU 1111=1= 2 SEE PLAN & COL 11=1 1= I I=111=1 I =1I 1=1' SCHEDULE FOR FTG. MISC - MISCELLANEOUS 2'-0" MIN. SIZE & REINF. USE WHERE APPLICABLE 3TEP FOOTING DETAIL SCALE: NOSE ADD CORNER - BAR ON ALL CONTINUOUS BARS TO MATCH SIZE OF. FTG. REINF. PARAPET STANDARD ACI DIAMETER LAP TYP. SIMPLIFIED ELEVATION MAIN ROOF d CONT. FTG. SEE PLAN AND SCHD. FOR SIZE AND REINFORCEMENT. TYP. CORNER REINF. DETAIL 3A4 FOR FOOTINGS & BEAMS SCALE: ' STRUCTURAL DRAWINGS INDEX SHEET SHEET TITLE S-1 DESIGN CRITERIA AND GENERAL NOTES S-2 GENERAL NOTES AND TYPICAL DETAILS S-3 PLANS & SECTIONS & DETAILS ABBREVIATIONS AB - ANCHOR BOLT K - KIP(s) ALT - ALTERNATE KIP(s) - 1000 POUNDS APPROX - APPROXIMATELY KLF - KIPS PER LINEAR FOOT ARCH - ARCHITECT KJ - CONSTRUCTION JOINT ARCH'L - ARCHITECTURAL L - ANGLE B/ - BOTTOM OF LG - LONG BC - BOTTOM CHORD LLH - LONG LEG HORIZONTAL BLDG - BUILDING LLV - LONG LEG VERTICAL BM - BEAM LP - LOW POINT BOTT - BOTTOM LW - LONG WAY BRG - BEARING MFR - MANUFACTURER C/C - CENTER TO CENTER MAS - MASONRY CIP - CAST IN PLACE MO - MASONRY OPENING CJ - CONTRACTION JOINT MAT'L - MATERIAL CL - CENTERLINE MAX - MAXIMUM CLR - CLEAR MECH'L - MECHANICAL CMU - CONCRETE MASONRY UNIT MTL - METAL COL - COLUMN MIN - MINIMUM CONC - CONCRETE MISC - MISCELLANEOUS CONFIG - CONFIGURATION NS - NEAR SIDE CONT - CONTINUOUS NIC - NOT IN CONTRACT CONTR - CONTRACTOR NTS - NOT TO SCALE CTR - CENTER OC - ON CENTER DBL - DOUBLE OH - OPPOSITE HAND DET - DETAIL OPNG - OPENING DIA - DIAMETER PAF - POWDER ACTUATED FASTENERS DIM - DIMENSION PART - PARTITION DN - DOWN PART'L - PARTIAL DR - DOOR/DRAIN PCJ - PRECAST CONCRETE JOIST DWG - DRAWING PL - PLATE EA - EACH PLF - POUNDS PER LINEAR FOOT EE - EACH END PSF - POUNDS PER SQUARE FOOT EF - EACH FACE PSI - POUNDS PER SQUARE INCH EJ - EXPANSION JOINT PT - POST TENSIONED/PRESSURE TREATED EL - ELEVATION R - RISER/RADIUS ELEV - ELEVATION/ELEVATOR REG - REGULAR ENGR - ENGINEER REINF - REINFORCING EOR - ENGINEER OF RECORD REM - REMAINDER EOS - EDGE OF SLAB REQ'D - REQUIRED EQ - EQUAL REV - REVISED/REVISION EW - EACH WAY RM - ROOM EXIST - EXISTING RO - ROUGH OPENING EXP - EXPANSION RQMTS - REQUIREMENTS EXT - EXTERIOR SCHED - SCHEDULE FIN - FINISH SECT - SECTION FLR - FLOOR SIM - SIMILAR FND - FOUNDATION SL - SLOPE FOM - FACE OF MASONRY SOG - SLAB -ON -GRADE FS - FAR SIDE SP - SPIRAL FT - FOOT SQ - SQUARE FTG - FOOTING SS - STAINLESS STEEL GA - GAGE STD - STANDARD GALV - GALVANIZED STL - STEEL GC - GENERAL CONTRACTOR STRUCT'L - STRUCTURAL GT - GIRDER TRUSS SW - SHEARWALL/SHORT WAY HC - HOLLOW CORE T/ - TOP OF HCP - HOLLOW CORE PLANK TB - TIE BEAM HDG - HOT DIPPED GALVANIZED TC - TIE COLUMN/TOP CHORD HG - HIP GIRDER TEMP - TEMPERATURE HK - HOOK TJ - TIE JOIST HORIZ - HORIZONTAL T/0 - THRU OUT HP - HIGH POINT TR - TREAD/TRUSS HS - HIGH STRENGTH TYP - TYPICAL IJ - ISOLATION JOINT LINO - UNLESS NOTED OTHERWISE INFO - INFORMATION VERT - VERTICAL INT - INTERIOR W/ - WITH IRR - IRREGULAR W/0 - WITHOUT JR - JAMB REINFORCING WD - WOOD JT - JOINT WP - WORK POINT WWR - WELDED WIRE REINFROCMENT cn Q W 0 0701 ,tj`T, y';itiie333:tift:r, �.f• No. 17{,3818 r tl STATE OF sq-� U) Lu 0 z a W z Lu W �00 N u F- � N bw DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 DESIGN CRITERIA AND Q O � N r� ® E Q F- >_ Q LL Q 370 w t11v�, O J O 0z U WLL W Q W m 0 O U LTJ Z O Q Zwa W ox Q :rte Q DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 DESIGN CRITERIA AND N N r� Lu Q J C. U _ LL L1!Imo. > w t11v�, W J O 0z 00 O J o � U) Ln a p U C) Q I c� LI) (If W ox Q :rte Q a Q v Lu 0 0:c> w c) 0 OQ U ®Q u- LU u Q U_1 = w Q J rn O r - L0 DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 DESIGN CRITERIA AND F- U w F- _ U a w w ry z 0 00 0 N T/TIE BM ,1_ EL: 31'-8" TYP. ALL AROUND TYP. TIE BM:--/ 7%"x 16" cV N DO NOT SCALE THE DRAWINGS = U 5TH REVISION w Q HOIST BM 3r w 2-#6 T & B W8X31 #3 TIES ® 12" _ w TYPICAL @ LOW cn vn 4'-2" SECTIONS MR 1 S-3 NORTH (D ROOF FRAMING PLAN 1/4" = 1'-0" EXISTING CONC SIDEWALK EXISTING BUILDING TOP OF 2nd & 3rd FLOOR 12'-6" 5'-10" 8,-8„ �,_8„ EXISTING C. EXISTING CONC. 4'-7" 3,_6„ 7 1 SIDEWALK WALKWAY SLOPIf CONC. 1 " AWAY rROM OP'G. T/TIE BM EL: 8'-2" x TYPE 'B' - 1j" ROOF METAL DECK + 4" CONCRETE SLAB PZ TIE BM: 7%"x 18" to 16" 1 4'-0" PARAPET TIE BM: 2 SIDES 2 7%"x16" T/TIE BM s-3 EL: 8'-0" NORTH MACHINE RM ROOF FRAMING PLAN 1/4" = 1'-0" NG CONC. ALK °O d- 4" S.O.G WITH 6X6 W1.4XW1.4 WWF @ CENTER oI UI 8" CMU WITH #5®24' C/C TYP. CF2.0 2'-0" WIDE X CONT X1'-0" 3-#5 CONT TOP & BOTTOM #3 TIES @ 16" C/C T.O.F. EL: -(2'-0") STEP FOOTING TYP. DETAIL A3/':�-2 ---/ EXISTING � TOP OF SLAB EL:O'-0" ELEVATOR HOISTWAY d - I i� TYPE 'B' - 11" ROOF METAL DECK + 6" TO 4" CONCRETE SLAB 1 S-3 rA 4 TYP. S-2 2nd & 3rd FLOOR ELEVATOR FRAMING PLAN 1/4" = 1'-0" / STEP�\FOOTING -4" 3'-10" 8, 1» 3,_6„ CF2.0 I TOP OF SLAB I .TOP OF PAD TO MATCH EXISTIf G EL:( -)4'-0" L MP PI 7 CF2.0 1 S-3 8'-0„ 8" 8'_4„ 18'-4" -- FUUNUAI MIN FLAN 1/4" = 1'-0" m — FILL 3 CELLS CORNERS (TYP.) FOOTING PAD 12'-8"x 10'-4"x2' --0' Z 0 m CD z x w TYP. � #5@11 FILL A 8" CN HORIZ REINF, C/C, #5 DOWELS x 5'-0" 016" C/C 2' -0"x2' -0"x1'-0 SUMP, VERIFY LC WITH EL MANUFACTUI APPI SECTION AT ELEVATOR 1/2" = 1'-0" EL: 12'-10" EMBED PLATE JX12X12 W/4-3/4" OX6"FTY3 W.S P 8" CMU WITH #5®16" C/C VERTICAL EL:8'-2 FILL CELLS All o b a 12" CMU WITH HORIZ. JT. REINF. @ 16" C/C, TYP. 2'-0" 2-U BLOCK 2 # 5 HORIZ TYP. @ PARAPET TYPE 'B' - 11" ROOF METAL DECK +4" CONCRETE SLAB L,4� I � 1 TYP BM DO NOT SCALE THE DRAWINGS L4X44 5TH REVISION EDGE ANGLE (4 SIDES) I"X18"/10" TIE BM 2-#6 T & B IST REVISION #3 TIES ® 12" C/C TYPICAL @ LOW ROOF 4" S.O.G 1� 1 CF2.0 6x6-W1.4xW1.4 W.W.F. T.O.BM SLOPES FROM 8'-2" TO 8'-0" TYPICAL L4X4XJ EDGE ANGLE TYP. EMBED I %"x7"xCONT. w/ Y"O W.S. @ 24" C.C. 7j"X18" TIE BM 2-#6 T & B #3 TIES @ 12" C/C TYPICAL 8 CMU WITH #5®16" C/C VERTICAL TYP. 8" CMU WITH HORIZ. JT. REINF. ® 16" C/C, TYP. W 00 �4 W c c/D O N DO NOT SCALE THE DRAWINGS :•gym ®>. 5TH REVISION s p K7 Q 5RD REVISION 2ND REVISION � N IST REVISION ix ISSUE DATE AUGUST 29, 2018 W ® o a. Q PLANS & SECTIONS Q o 0 05� o w Cn WN z Z � W �a om V W W o a v , z U _- wQ W z Q J ILN N Lu Q > w�W L 0 LijV N '0 Z U 00 O J lV - - N In a 0 o O Q i 1 -ft N w a (Z) X Q Q v Q Q U U Lu 12� O w W�rnF- 4 `l u- Z U of w Lu U = Q J � = w � a to 0 r - L0 DO NOT SCALE THE DRAWINGS :•gym ®>. 5TH REVISION s 4TH REVISION SECTION Q MACHINE R M No. 838 5RD REVISION 2ND REVISION 2 1/2" = 1'-0" _ r ° YA _ IST REVISION �• a " _" 1< OF ISSUE DATE AUGUST 29, 2018 wee ��,1TAT �FRAMING PROJECT NUMBER 20180402 10 w PLANS & SECTIONS GENERAL NOTES: 1. THE CONTRACTOR SHALL NOT TAKE POSSESSION OF OR DISPOSE OF ANY SALVAGEABLE ITEMS IN ASSOCIATION WITH THE WORK. ALL SALVAGEABLE ITEMS SHALL BE THE OWNER'S PROPERTY AT HIS OPTION. ALL UNSALVAGEABLE EQUIPMENT AND MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 2. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY MODIFICATIONS TO EXISTING SYSTEMS AND SHALL UPON COMPLETION, DELIVER "AS -BUILT" DRAWINGS TO THE OWNER, INDICATING ANY SUCH CHANGES. 3. CONTRACTOR SHALL PROVIDE ALL WORK REQUIRED TO PROVIDE COMPLETE CONDUIT SYSTEMS AND RUNS. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL MATERIALS, INSTALLATION HARDWARE, DRILLING OF WALLS/BEAMS, TRENCHING, MOUNTING HARDWARE, LABOR, PAINTING, REPAIRING OF EXISTING SURFACES, FIRESTOPPING AND ACCESSORIES. 4. PAINT ALL INTERIOR AND EXTERIOR, EXPOSED CONDUITS SAME COLOR AS SURFACE. 5. NEW DEVICES SHALL BE MOUNTED AT HEIGHTS AS SHOWN ON LEGEND AND MOUNTING DETAILS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS WITH SPECIFIED MOUNTING HEIGHTS. 6. CONDUITS SHALL BE CONCEALED IN WALLS, ABOVE CEILING SPACE, OR UNDERGROUND. SURFACE MOUNTED CONDUITS WILL BE PERMITTED ON EXISTING CONCRETE WALLS OR ON CEILINGS WITH NO CAVITY. 7. TRENCHING AND BACKFILL: EXISTING UTILITY LINES MAY BE IN THE PATH OF THE NEW UNDERGROUND CONDUIT INSTALLATIONS. THE USE OF CHAIN TRENCHING MACHINES WILL NOT BE PERMITTED. CONTRACTOR SHALL PROMPTLY REPAIR ANY UTILITY LINES DAMAGED BY HIS OPERATION. DISTURBED SURFACES SHALL BE RESTORED TO ITS ORIGINAL CONDITION. PROVIDE SOD, PATCH PAVEMENT, PATCH SIDE WALKS ETC. TO MATCH EXISTING. 8. ALL EXTERIOR JUNCTION BOXES SHALL BE CAST METAL, GASKETED, AND NEMA -3R. PAINT SAME COLOR AS SURFACE. 9. UPDATE PANEL BOARD DIRECTORIES TO REFLECT TYPE AND LOCATION OF ADDED CIRCUITS. NEW DIRECTORIES SHALL BE TYPED OR MACHINE GENERATED. 10. DRAWINGS SHOW APPROXIMATE LOCATION OF DEVICES. THE EXACT LOCATION SHALL BE DETERMINED AT BUILDING SITE. THE OWNER SHALL RESERVE THE RIGHT TO RELOCATE ANY DEVICE TO A DISTANCE NOT EXCEEDING 15' FROM THE LOCATION ON THE DRAWING DURING ROUGH -IN. WORK SHALL BE ACCOMPLISHED AT NO ADDITIONAL COST TO OWNER. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SEALING ALL NEW PENETRATIONS IN FIRE RATED ASSEMBLIES, BOTH VERTICAL AND HORIZONTAL, IN ACCORDANCE WITH SECTION 705 OF THE FLORIDA BUILDING CODE, WHICH REQUIRES THAT ALL INSTALLATIONS OF PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR FIRE STOP SYSTEMS SHALL BE AS TESTED BY ASTM E 119 & ASTM E 814. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL LANDSCAPE AND AREAS OF GRASS DISTURBED DURING CONSTRUCTION. REPLACE SOD AND/OR SEED AREAS AS REQUIRED. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ENGINEER OF ANY ITEMS OF NON-COMPLIANCE, WHETHER IT IS THE RESULT OF NEW WORK OR IS AN UNCOVERED EXISTING CONDITION. 14. PROVIDE MINIMUM 12" SERVICE LOOPS IN ALL PULL BOXES. 15. UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40. STUB -UPS (INCLUDING ELLS) SHALL BE RIGID GALVANIZED STEEL CONDUIT. PROVIDE ASPHALTUM COATING TO COVER STEEL CONDUIT AND ELLS IN CONTACT WITH EARTH OR CONCRETE. 3RD FLOOR 2ND FLOOR �-ADMIN OFFICE- 0 TO ELEVATOR CONTROL PANEL FA CABLES IN CONDUIT EXISTING SILENT KNIGHT EXPAND EXISTING BOARD AS REQUIRED SK -5208 TO ACCOMMODATE ADDITIONAL DEVICES FIRE ALARM AND RELAYS. PROVIDE ADDITIONAL k CONTROL RELAYS AS REQUIRED FOR CAPTURE _ ..._. AND RECALL FUNCTIONALITY. 1ST FLOOR FIRE ALARM RISER NOTES: 1. FIRE ALARM SHOP DRAWINGS: SUBMIT TO STATE FIRE MARSHALL AND CODE ENFORCEMENT AFTER REVIEW BY EOR. 2. THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER AND DCPS TO PROVIDE ALL REQUIRED UPGRADES TO EXISTING PANEL, INCLUDING ADDITIONAL CARDS, MODULES, RELAYS, BATTERIES, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. ELEVATOR NOTES: • PROVIDE FLASHING "DO NOT USE" ELEVATOR LIGHT AT EACH ELEVATOR LOBBY. LIGHT SHALL BE CONTROLLED ONLY BY ELEVATOR MACHINE ROOM SMOKE DETECTOR. • INSTALLATIONS SHALL COMPLY WITH NFPA 72, ASME A17.1, AND NFPA 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL EQUIPMENT, HARDWARE, ACCESSORIES, DEVICES, CONNECTIONS, AND PROGRAMMING NECESSARY TO MEET THE FOLLOWING INSTALLATION AND OPERATION REQUIREMENTS. ELEVATOR RECALL: • PROVIDE SMOKE DETECTORS IN THE ELEVATOR MACHINE ROOM AND HEAT DETECTOR IN ALL ELEVATOR LOBBIES FOR INITIATION OF ELEVATOR RECALL. • THE LOBBY HEAT/SMOKE DETECTORS MUST BE CEILING MOUNTED AND WITHIN 21 FEET OF THE CENTERLINE OF EACH ELEVATOR DOOR WITHIN THE ELEVATOR BANK UNDER THE CONTROL OF THE DETECTOR. CONTACT PROJECT DESIGNER FOR REQUIREMENTS AT LOCATIONS WHERE THE CEILING HEIGHT IS GREATER THAN 15 FEET OR THE CEILING IS NOT FLAT AND SMOOTH. • SMOKE DETECTORS MUST NOT BE INSTALLED IN UNSPRINKLED ELEVATOR HOISTWAY. • INITIATION OF ELEVATOR RECALL DEVICES SHALL IMMEDIATELY SEND ELEVATORS DIRECTLY TO THE DESIGNATED LEVEL WITHOUT STOPPING AT ANY OTHER FLOORS. IF DEVICE INITIATED IS LOCATED ON THE DESIGNATED LEVEL, THEN THE ELEVATOR SHALL PROCEED DIRECTLY TO THE ALTERNATE LEVEL (SECOND FLOOR UNLESS OTHERWISE NOTED). NOT TO SCALE � FIRE ALARM RISER DIAGRAM FIRE ALARM SYSTEM NOTES: TYPE ELECTRICAL LEGEND 1. CONTRACTOR SHALL PROVIDE LABELS FOR ALL FIRE ALARM DEVICES (ONE LABEL FOR EACH FIRE ALARM DEVICE). CONTRACTOR ®1X4 LED LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX AND FLEXIBLE METALLIC CONDUIT LABELING SHALL BE INDEPENDENT OF LABELING PROVIDED BY DCPS. LABELS SHALL BE CLEARLY VISIBLE FROM THE GROUND REMARKS CONNECTION. SEE LIGHT FIXTURE TABLE AND IDENTIFY IDNET CIRCUIT AND DEVICE ADDRESS. WATTS . 2. AT COMPLETION OF FIRE ALARM SYSTEM PROGRAMMING, PROVIDE (3) COPIES OF PROGRAM PRINT OUT. INCLUDE PRINT OUT (HI LED LIGHTING FIXTURE, CONNECTED TO EMERGENCY POWER - WALL MOUNTED WITH PHOTOCELL. AS PART OF OPERATION AND MAINTENANCE MANUAL. 45 DUPLEX RECEPTACLE - 20 AMP, 120 VOLT, 3 WIRE GROUNDING, IVORY, 18" MOUNTING 3. ALL FIRE ALARM WIRING SHALL BE COLOR CODED IN ACCORDANCE TO THE FOLLOWING TABLE: 24" AFF HEIGHT, U.N.O., WITH STAINLESS STEEL, STANDARD SIZE COVER PLATE. FIRE ALARM WIRING COLOR CODE: FUNCTION: COLOR B DAYBRITE OWL-4-40L-840-UNV LED/4000KI WEATHER RESISTANT DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, 3 WIRE 4000 120V GROUNDING. HUBBELL NO. GFTR20E WITH WEATHER PROOF COVER. EXTERIOR LOCATIONS SHALL BE WEATHER ADDRESSABLE NOTIFICATION . . . . . . . 2 -CONDUCTOR, #14AWG, SOLID, TWISTED, UNSHIELDED (YELLOW JACKET) RESISTANT LABELED "WR" PER NEC AND MOUNTED AT 18" A.F.F. RUI/N2 COMMUNICATION . . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (RED JACKET) MEZ-LED-ACE-MWH-120/277-AT LED DOOR HOLDER . . . . . . . PINK -GRAY #14 $ TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT, HUBBELL NO. HBL12211 MAPNET/IDNET . . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (RED JACKET) WALL PACK WITH EMERGENY, PHOTOCELL WITH STEEL COVERPLATE - 48" MOUNTING HEIGHT, U.N.O. 24vdc POWER . . . . . . . RED -BLACK RELAY . . . . . . . ORANGE -BROWN - TELEPHONE/DATA OUTLET - 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH 1 -GANG EXTENSION RING. AUDIO . . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (BLUE JACKET) COORDINATE WITH ELEVATOR INSTALLER FOR CONNECTIONS AND MOUNTING HEIGHT. VISUAL/SIGNAL . . . . . . . WHITE -PURPLE #12 ELEVATOR SHUTDOWN . . . . . . . VIOLET -VIOLET #14 EXISTING LIGHTING AND/OR POWER PANELBOARD. ZONE . . . . . . . YELLOW -BLUE #14 "3 =P 340 DISCONNECT SWITCH, 60/40" DENOTES 3 POLE, 60 AMP, 40 AMP FUSES. 4. FIRE ALARM SYSTEM COMPONENT'S SHALL BE COMPATIBLE WITH EXISTING SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH FIRE ALARM MANUFACTURER TO PROVIDE SHOP DRAWINGS AND FINAL TESTING. CONTRACTOR WILL BE _� HOMERUN TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS. RESPONSIBLE TO PROVIDE COMPLETE SYSTEM INCLUDING BUT NOT LIMITED TO PANELS, DEVICES, WIRING, CONDUITS, SURGE REFER TO FLOOR PLAN NOTES FOR QUANTITIES AND SIZES OF CIRCUITS. PROTECTION, BOXES, TESTING AND EQUIPMENT TO FORM COMPLETE OPERABLE FIRE ALARM SYSTEM. CONTRACTOR SHALL COORDINATE WITH FIRE ALARM MANUFACTURER TO PROVIDE ALL REQUIRED UPGRADES TO EXISTING PANEL, INCLUDING WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. ADDITIONAL CARDS, BATTERIES, ETC. APPROVED FIRE ALARM SHOP DRAWINGS SHALL BE KEPT AT THE SITE ALONG WITH THE PERMIT DRAWINGS FOR INSPECTION PURPOSES. 4.1. A COPY OF THE FIRE ALARM SHOP DRAWINGS SHALL BE SUBMITTED TO FIRE MARSHALL FOR REVIEW/APPROVAL AFTER - - - - WIRING IN CONDUIT, RUN CONCEALED UNDERGROUND. BEING APPROVED BY THE EOR AND PRIOR TO ISSUANCE OF A FIRE ALARM SYSTEM PERMIT. 4.2. THE FIRE ALARM SHOP DRAWINGS SHALL ALSO PROVIDE A FIRE ALARM DEVICE SCHEDULE INDICATING EACH TYPE OF FIRE RL INDICATES RELOCATED ELECTRICAL/EQUIPMENT. PROVIDE CABLES IN CONDUIT TO MATCH ALARM DEVICE AND QUANTITY. EXISTING AS REQUIRED TO EXTEND CIRCUITING. 5. PROVIDE SURGE PROTECTORS FOR FIRE ALARM CABLES LEAVING OR ENTERING A BUILDING. ALL EXTERIOR DEVICE'S CABLES WP DENOTES WEATHERPROOF - MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE TAYMAC 60350 COVERPLATE, SHALL BE PROTECTED BY SURGE SUPPRESSORS. FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. 6. HORN/STROBE MUST BE MOUNTED BETWEEN 80" AND 96" A.F.F. FIRE ALARM- LARM87. WHERE NAC'S ARE REQUIRED IN THE BUILDING, PROVIDE A SMOKE DETECTOR AT EACH LOCATION. . FACILITY SHALL HAVE OPERABLE FIRE ALARM SYSTEM AT ALL TIMES, EXCEPT PRESCHEDULED INTERRUPTIONS. FIRE ALARM 8. © CEILING MOUNTED HEAT DETECTOR. INTERRUPTIONS SHALL BE LIMITED TO 3 HOURS IN A 24 HOUR PERIOD. FOR FIRE ALARM IN OUT OF SERVICE LONGER THAN 3 HOURS, PROVIDE FIRE WATCH. FIRE WATCH INDIVIDUAL SHALL BE EXPERIENCED IN HANDLING EMERGENCIES, PROFICIENT IN Q CEILING MOUNTED SMOKE DETECTOR. THE USE OF FIRE EXTINGUISHERS, AND EQUIPPED WITH A CELL PHONE. FIRE WATCH SHALL HAVE PRIOR APPROVAL FROM DCPS CODE ENFORCEMENT AND/OR THE COJ FIRE MARSHAL. SEMI -FLUSH MOUNTED FIRE ALARM AUDIO/VISUAL WARNING DEVICE, 80 INCH MOUNTING HEIGHT. 1>19 110 110SMALL ROOMS AND CORRIDORS. 9. ALL UNDERGROUND CABLES SHALL BE WEST PENN AQUASEAL CABLES. PROVIDE GAUGE AND PAIR/CONDUCTOR COUNT PER USE 1101CCANDELA INANDELA ROO S LARGER THANSTROE.Z307 INCANDEWIDTH�OIR LENGTH. FIRE ALARM MANUFACTURER REQUIREMENTS. 10. CONTRACTOR PERFORMING FIRE ALARM WORK MUST BE QUALIFIED AS REQUIRED BY FLORIDA STATUTES CHAPTER 489 AND RULE CHAPTER 61G6 OF FLORIDA ADMINISTRATIVE CODE. DESIGNATED PERSONNEL MUST HAVE FIRE ALARM SYSTEM AGENT IDENTIFICATION CARD IN THEIR POSSESSION AT ALL TIMES. LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOUGE NUMBER LIGHT SOURCE VOLTS MOUNTING HEIGHT REMARKS NOTES TYPE/TEMP WATTS LUMENS A KENALL N1048-C-1-45L40K-DCC-DV-SA LED/4000K 45 4000 120V 24" AFF 1'x4' LED VAPORTIGHT WRAPAROUND B DAYBRITE OWL-4-40L-840-UNV LED/4000KI 37 4000 120V CEILING 1'x4' LED WRAPAROUND C BEGHELLI MEZ-LED-ACE-MWH-120/277-AT LED 1 10 - 120V 8'-0" WALL PACK WITH EMERGENY, PHOTOCELL 11 DO NOT SCALE THE DRAWINGS �. :o x N U Q H W w x ,-. :o x N U Q H W w x U W H U Q a Lu U-1 Z O 7 00 0 N 0 SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL 1.1 SUMMARY A GROUNDING AND BONDING. B. CONNECTION OF UTILIZATION EQUIPMENT. C. SUPPORTS. D. IDENTIFICATION. 1.2 SUBMITTALS A. PRODUCT DATA: FOR REVIEW; PROVIDE CATALOGUE DATA FOR GROUNDING AND BONDING DEVICES. 1.3 REGULATORY REQUIREMENTS A. CONFORM TO REQUIREMENTS OF NEPA 70. B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING FIRM ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. C. FLORIDA BUILDING CODE, 2014. 1.4 PROJECT CONDITIONS A EXISTING PROJECT CONDITIONS INDICATED ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD DOCUMENTS. B. VERIFY FIELD MEASUREMENTS AND CIRCUITING ARRANGEMENTS ARE AS SHOWN ON DRAWINGS. C. VERIFY REMOVAL OF EXISTING ELECTRIC WORK. D. REPORT DISCREPANCIES TO ARCHITECT BEFORE DISTURBING EXISTING INSTALLATIONS. PART 2 PRODUCTS 2.1 GROUNDING MATERIALS A GROUND ROD: COPPER -CLAD STEEL 3/4 -INCH DIAMETER 20 FEET LENGTH. B. MECHANICAL CONNECTORS: BRONZE, ABOVE GRADE ONLY. C. EXOTHERMIC WELDS: BELOW GRADE CONNECTORS. 2.2 BASIC MATERIALS A. STEEL CHANNEL: GALVANIZED B. MISCELLANEOUS HARDWARE: TREAT FOR CORROSION RESISTANCE. C. NAMEPLATES: ENGRAVED THREE -LAYER LAMINATED PLASTIC, BLACK LETTERS ON WHITE BACKGROUND. D. WIRE AND CABLE MARKERS: CLOTH MARKERS, SPLIT SLEEVE OR TUBING TYPE. PART 3 EXECUTION 3.1 INSTALLATION A. INSTALL NEW WORK ACCORDING TO NECA "STANDARD OF INSTALLATION." B. PROVIDE GROUNDING AND BONDING TO MEET REGULATORY REQUIREMENTS. C. MAKE ELECTRICAL CONNECTIONS TO UTILIZATION EQUIPMENT IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S INSTRUCTIONS. 1. VERIFY THAT WIRING AND OUTLET ROUGH -IN WORK IS COMPLETE AND THAT UTILIZATION EQUIPMENT IS READY FOR ELECTRICAL CONNECTION, WIRING, AND ENERGIZING. 2. MAKE WIRING CONNECTIONS IN CONTROL PANEL OR IN WIRING COMPARTMENT OF PRE -WIRED EQUIPMENT. PROVIDE INTERCONNECTING WIRING WHERE INDICATED. 3. INSTALL AND CONNECT DISCONNECT SWITCHES, CONTROLLERS, CONTROL STATIONS, AND CONTROL DEVICES AS INDICATED. 4. MAKE CONDUIT CONNECTIONS TO EQUIPMENT USING FLEXIBLE CONDUIT. USE UQUIDTIGHT FLEXIBLE CONDUIT IN DAMP OR WET LOCATIONS. D. INSTALL SUPPORT SYSTEMS SIZED AND FASTENED TO ACCOMMODATE WEIGHT OF EQUIPMENT AND CONDUIT, INCLUDING WIRING, WHICH THEY CARRY. 1. FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND JUNCTION BOXES TO BUILDING STRUCTURE USING PRECAST INSERT SYSTEM BEAM CLAMPS. 2. USE TOGGLE BOLTS OR HOLLOW WALL FASTENERS IN HOLLOW MASONRY, PLASTER, OR GYPSUM BOARD PARTITIONS AND WALLS; EXPANSION ANCHORS OR PRESET INSERTS IN SOLID MASONRY WALLS; SELF -DRILLING ANCHORS OR EXPANSION ANCHOR ON CONCRETE SURFACES; SHEET METAL SCREWS IN SHEET METAL STUDS; AND WOOD SCREWS IN WOOD CONSTRUCTION. 3. DO NOT FASTEN SUPPORTS TO PIPING, CEILING SUPPORT WIRES, DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT. 4. DO NOT USE POWDER -ACTUATED ANCHORS. 5. DO NOT DRILL STRUCTURAL STEEL MEMBERS. 6. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR STEEL CHANNEL. E. IDENTIFY ELECTRICAL DISTRIBUTION AND CONTROL EQUIPMENT, AND LOADS SERVED, TO MEET REGULATORY REQUIREMENTS AND AS SCHEDULED. 1. DEGREASE AND CLEAN SURFACES TO RECEIVE NAMEPLATES AND TAPE LABELS. 2. SECURE NAMEPLATES TO EQUIPMENT FRONTS USING SCREWS, RIVETS, OR ADHESIVE, WITH EDGES PARALLEL TO EQUIPMENT LINES. SECURE NAMEPLATE TO INSIDE FACE OF RECESSED PANELBOARD DOORS IN FINISHED LOCATIONS. 3. USE NAMEPLATES WITH 1/8 INCH LETTERING TO IDENTIFY INDIVIDUAL SWITCHES AND CIRCUIT BREAKERS, RECEPTACLE CIRCUITS, AND LOADS SERVED. 4. USE NAMEPLATES WITH 1/4 INCH TO IDENTIFY DISTRIBUTION AND CONTROL EQUIPMENT. F. INSTALL WIRE MARKERS ON EACH CONDUCTOR IN PANELBOARD GUTTERS, PULL BOXES, OUTLET AND JUNCTION BOXES, AND AT LOAD CONNECTIONS. 1. USE BRANCH CIRCUIT OR FEEDER NUMBER TO IDENTIFY POWER AND LIGHTING CIRCUITS. 2. USE CONTROL WIRE NUMBER AS INDICATED ON EQUIPMENT MANUFACTURER'S SHOP DRAWINGS TO IDENTIFY CONTROL WIRING. SECTION 16100 WIRING METHODS PART 1 GENERAL 1.1 SUBMITTALS A. PRODUCT DATA: FOR REVIEW. 1. PROVIDE WIRING DEVICE CONFIGURATIONS, RATINGS, DIMENSIONS, AND COLOR SELECTIONS. 2. PROVIDE SERVICE FITTING CONFIGURATIONS, DIMENSIONS, AND FINISH AND COLOR SELECTIONS. 1.2 REGULATORY REQUIREMENTS A. CONFORM TO REQUIREMENTS OF NEPA 70. B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING FIRM ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. PART 2 PRODUCTS 2.1 PRODUCT REQUIREMENTS A USE ONLY SPECIFIED RACEWAY IN THE FOLLOWING LOCATIONS: 1. UNDERGROUND INSTALLATIONS MORE THAN 5 FEET FROM FOUNDATION WALL: PLASTIC CONDUIT. PROVIDE CONCRETE ENCASEMENT WHERE INDICATED. 2. INSTALLATIONS IN OR UNDER CONCRETE SLAB, OR UNDERGROUND WITHIN 5 FEET FROM FOUNDATION WALL PVC SCHEDULE 40 CONDUIT. 3. IN SLAB ABOVE GRADE: PVC SCHEDULE 40 CONDUIT. 4. EXPOSED OUTDOOR LOCATIONS: RIGID STEEL CONDUIT OR ELECTRICAL METALLIC TUBING. USE THREADED OR MN11GHT FITTINGS. 5. WET INTERIOR LOCATIONS: RIGID STEEL CONDUIT OR ELECTRICAL METALLIC TUBING. USE THREADED OR RAJNTIGHT FITTINGS FOR METAL CONDUIT. 6. CONCEALED DRY INTERIOR LOCATIONS: RIGID STEEL CONDUIT OR ELECTRICAL METALLIC TUBING. 7. EXPOSED DRY INTERIOR LOCATIONS: RIGID STEEL CONDUIT OR ELECTRICAL METALLIC TUBING. B. SIZE RACEWAYS -FOR- CONDUCTOR TYPE INSTALLED OR" FOR TYPE_THW CONDUCTORS, WHICHEVER IS LARGER. 1. MINIMUM SIZE CONDUIT. 16 -INCH C. USE WIRE AND CABLE IN LOCATIONS AS FOLLOWS: 1. CONCEALED INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAY. 2. EXPOSED INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAY. 3. ABOVE ACCESSIBLE CEILINGS: BUILDING WIRE IN RACEWAY. 4. WET OR DAMP INTERIOR LOCATIONS: BUILDING WIRE IN RACEWAY. 5. EXTERIOR LOCATIONS: BUILDING WIRE IN RACEWAYS. 6. UNDERGROUND LOCATIONS: BUILDING WIRE IN RACEWAY. D. USE NO WIRE SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS, AND NO SMALLER THAN 14 AWG FOR CONTROL WIRING. USE 10 AWG CONDUCTOR FOR 20 AMPERE, 120 VOLT BRANCH CIRCUIT HOME RUNS LONGER THAN 75 FEET, AND FOR 20 AMPERE. 2.2 CONDUIT AND FITTINGS A CONDUIT: 1. METAL CONDUIT AND TUBING: GALVANIZED STEEL 2. FLEXIBLE CONDUIT. STEEL 3. LIQUID TIGHT FLEXIBLE CONDUIT: FLEXIBLE CONDUIT WITH PVC JACKET. 4. PLASTIC CONDUIT AND TUBING: NEMA TO 2, PVC. USE SCHEDULE 40 CONDUIT. B. CONDUIT FITTINGS: 1. METAL FITTINGS AND CONDUIT BODIES: NEMA FB 1. 2. PLASTIC FITTINGS AND CONDUIT BODIES: NEMA TO 3. 3. EMT FITTINGS: STEEL COMPRESSION TYPE. 2.3 ACCESS PANELS A. PROVIDE CEILIMI', ACCESS PANELS FOR EQUIPMENT, DEVICES, BOXES AND OTHER LIKE ITEMS REQUIRING THE' ARE NOT LOCATED OVER LAY -IN TYPE CEILING OR ARE NOT OTHERWISE ACCESSIBLE. OBTAIN APPROVAL FROM ARCHITECT FOR TYPE AND LOCATION OF ACCESS PANELS. RS' 2.4 ELECTRICAL BOXES A BOXES: 1. SHEET METAL- NEMA OS 1, GALVANIZED STEEL. 2. CAST METAL: CAST FERALLOY, DEEP TYPE, GASKETED COVER, THREADED HUBS. B. HINGED COVER ENCLOSURES: NEMA 250, TYPE 1, STEEL ENCLOSURE WITH MANUFACTURER'S STANDARD ENAMEL FINISH AND CONTINUOUS HINGE COVER, HELD CLOSED BY FLUSH LATCH OPERABLE BY SCREWDRIVER. C. LARGE CAST METAL BOXES: 1. SURFACE -MOUNTED TYPE: NEMA 250, TYPE 4 AND TYPE 6, FLAF-FLANGED, SURFACE -MOUNTED JUNCTION BOX; GALVANIZED CAST IRON BOX AND COVER WITH GROUND FLANGE, NEOPRENE GASKET, AND STAINLESS STEEL COVER SCREWS. 2.5 BUILDING WIRE AND CABLE A. FEEDERS AND BRANCH CIRCUITS LARGER THAN 6 AWG: COPPER STRANDED CONDUCTOR, 600 VOLT INSULATION, THHN/FHWN AND XHHW. B. FEEDERS AND BRANCH CIRCUITS 6 AWG AND SMALLER: COPPER CONDUCTOR, 600 VOLT INSULATION, THHN/THWN,XHHIW 6 AND 8 AWG, STRANDED CONDUCTOR; SMALLER THAN 8 AWG, SOLID CONDUCTOR. C. CONTROL CIRCUITS: COPPER, STRANDED CONDUCTOR, 600 VOLT INSULATION, THW. 2.6 REMOTE CONTROL AND SIGNAL CABLE A CONTROL CABLE FOR CLASS 1 REMOTE CONTROL AND SIGNAL CIRCUITS: COPPER CONDUCTOR, 600 VOLT INSULATION, RATED 60 DEGREE C, INDIVIDUAL CONDUCTORS TWISTED TOGETHER, SHIELDED, AND COVERED WITH PVC JACKET. B. CONTROL CABLE FOR CLASS 2 OR CLASS 3 REMOTE CONTROL AND SIGNAL CIRCUITS: COPPER CONDUCTOR, 300 VOLT INSULATION, RATED 60 DEGREE C, INDIVIDUAL. CONDUCTORS TWISTED TOGETHER, SHIELDED, AND COVERED WITH PVC JACKET; UL LISTED. PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A VERIFY THAT SUPPORTING SURFACES ARE READY TO RECEIVE WORK. B. VERIFY THAT INTERIOR OF BUILDING IS PHYSICALLY PROTECTED FROM WEATHER. C. VERIFY THAT MECHANICAL WORK THAT IS LIKELY TO DAMAGE CONDUCTORS HAS BEEN COMPLETED. D. COMPLETELY AND THOROUGHLY SWAB RACEWAY SYSTEM BEFORE INSTALLING CONDUCTORS. E. ELECTRICAL BOXES ARE SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. 1. ALL BOXES SHALL BE RECESSED UNLESS OTHERWISE NOTED. SURFACE MOUNTED BOXES MUST BE APPROVED IN WRITING BY OWNER OR ENGINEER OF RECORD. 2. OBTAIN VERIFICATION FROM ENGINEER OF FLOOR BOX LOCATIONS, AND LOCATIONS OF OUTLETS IN OFFICES AND WORK AREAS, PRIOR TO ROUGH -IN. 3. IT SHALL BE UNDERSTOOD THAT ANY OUTLET MAY BE RELOCATED A DISTANCE NOT EXCEEDING 5FT FROM THE LOCATION SHOWN ON THE DRAWINGS PRIOR TO OR DURING ROUGH -IN, IF SO DIRECTED BY THE ARCHITECT -ENGINEER WITHOUT ADDITIONAL COST TO THE OWNER. 4. LOCAL SWITCHES WHICH ARE SHOWN NEAR DOORS SHALL BE LOCATED AT THE STRIKE SIDE OF THE DOOR AS FINALLY HUNG, REGARDLESS OF SWING ON THE DRAWINGS. 3.2 INSTALLATION A PERFORM WORK ACCORDING TO NECA STANDARD OF INSTALLATION. B. ARRANGE CONDUIT TO MAINTAIN HEADROOM AND TO PRESENT NEAT APPEARANCE. cV t� 1. ROUTE EXPOSED RACEWAY PARALLEL AND PERPENDICULAR TO WALLS AND ADJACENT PIPING. LL 2. MAINTAIN MINIMUM 6 -INCH CLEARANCE TO PIPING AND 12 -INCH CLEARANCE TO HEAT SURFACES �O SUCH AS FLUES, STEAM PIPES, AND HEATING APPLIANCES. � I~ O N 3. MAINTAIN REQUIRED FIRE, ACOUSTIC, AND VAPOR BARRIER RATING WHEN PENETRATING WALLS, N FLOORS, AND CEILINGS. NO 4. ROUTE CONDUIT THROUGH ROOF OPENINGS FOR PIPING AND DUC ORK WHERE POSSIBLE; d� x OTHERWISE, ROUTE THROUGH ROOF JACK WITH PITCH POCKET. � � 5. GROUP IN PARALLEL RUNS WHERE PRACTICAL USE RACK CONSTRUCTED OF STEEL CHANNEL w w O MAJNTAIN SPACING BETWEEN RACEWAYS OR DERATE CIRCUIT AMPACITIES TO NFPA 70 w REQUIREMENTS. U 6. USE CONDUIT HANGERS AND CLAMPS; DO NOT FASTEN WITH WIRE OR PERFORATED PIPE STRAPS. W 7. USE CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION. w U 8. TERMINATE CONDUIT STUBS WITH INSULATED BUSHINGS. LU 9. USE SUITABLE CAPS TO PROTECT INSTALLED RACEWAY AGAINST ENTRANCE OF DIRT AND MOISTURE. O ,n 10. PROVIDE NO. 12 AWG INSULATED CONDUCTOR OR SUITABLE PULL STRING IN EMPTY RACEWAYS, N EXCEPT SLEEVES AND NIPPLES. � m 11.INSTALL EXPANSION JOINTS WHERE RACEWAY CROSSES BUILDING EXPANSION OR SEISMIC JOINTS. Q 12.INSTALL PLASTIC CONDUIT AND TUBING ACCORDING TO MANUFACTURER'S INSTRUCTIONS. � 13. USE STEEL COMPRESSION TYPE FITTINGS WITH EMT CONDUITS. C. INSTALL SURFACE METAL RACEWAY AND MULTI OUTLET ASSEMBLIES A�CORDING TO MANUFACTURER'S INSTRUCTIONS. � w 1. USE FLAT -HEAD SCREWS OR CLIPS AND STRAPS SUITABLE FOR THE PURPOSE, TO FASTEN OQWLLZ CHANNEL TO SURFACES. MOUNT PLUMB AND LEVEL. �O 2. USE SUITABLE INSULATED BUSHINGS AND INSERTS AT CONNECTIONS TO OUTLETS AND CORNER FITTINGS IN METAL RACEWAY. LLn U N 3. USE FITTINGS AND ACCESSORIES DESIGNED FOR USE WITH RACEWAY SYSTEM. D. INSTALL AUXILIARY GUTTER AND WIREWAY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. E. INSTALL ELECTRICAL BOXES AS SHOWN ON THE DRAWINGS, AND AS REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS AND REGULNTORY w REQUIREMENTS. 1. USE CAST OUTLET BOX IN EXTERIOR LOCATIONS EXPOSED TO WEATHER AND WET LOCATIONS. a 2. USE HINGED COVER ENCLOSURE FOR INTERIOR PULL AND JUNCTION BOX LARGER THAN 12 INCHES IN ANY DIMENSION. J 3. LOCATE AND INSTALL ELECTRICAL BOXES TO ALLOW ACCESS. PRO DE ACCESS PANELS IF REQUIRED. 4. LOCATE AND INSTALL ELECTRICAL BOXES TO MAINTAIN HEADROOM AND TO PRESENT NEAT � MECHANICAL APPEARANCE. 0 5. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS OR IN UNFINISHED AREAS, 6. PROVIDE KNOCKOUT CLOSURES FOR UNUSED OPENINGS. 7. ALIGN WALL -MOUNTED OUTLET BOXES FOR SWITCHES, THERMOSTATS, AND SIMILAR DEVICES. 8. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF OUTLETS ABCVE COUNTERS AND BACKSPLASHES. 9. USE RECESSED OUTLET BOXES IN FINISHED AREAS AND WHERE INDICATED. 10. SECURE BOXES TO INTERIOR WALL AND PARTITION STUDS, ACCU TELY POSITIONING TO ALLOW FOR SURFACE FINISH THICKNESS. 11. USE STAMPED STEEL STUD BRIDGES FOR FLUSH OUTLETS IN HOLLOW STUD WALL, AND ADJUSTABLE STEEL CHANNEL FASTENERS FOR FLUSH CEILING OUTLET BOXES. 12. LOCATE BOXES IN MASONRY WALLS TO REQUIRE CUTTING CORNER ONLY. COORDINATE MASONRY CUTTING TO ACHIEVE NEAT OPENINGS FOR BOXES. 13.DO NOT INSTALL BOXES BACK-TO-BACK IN WALLS; PROVIDE 6 INCHES SEPARATION, MINIMUM; EXCEPT PROVIDE 24 INCHES SEPARATION, MINIMUM IN ACOUSTIC -RATED WALLS. 14. DO NOT DAMAGE INSULATION. F. INSTALL FLOOR BOXES ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1. SET BOXES LEVEL AND FLUSH WITH FINISH FLOORING MATERIAL. 2. USE CAST FLOOR BOXES FOR INSTALLATIONS IN SLAB ON GRADE. G. INSTALL CABLE AND WIRE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1. NEATLY TRAIN AND SECURE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS. 2. USE WIRE PULLING LUBRICANT FOR PULLING 4 AWG AND LARGER WIRES. 3. SUPPORT CABLES ABOVE ACCESSIBLE CEILINGS TON KEEP THEM FROM RESTING ON CEILING TILES. 4. MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS WITHOUT PERCEPTIBLE TEMPERATURE RISE. 5. TERMINATE SPARE CONDUCTORS WITH ELECTRICAL TAPE. H. INSTALL WIRING DEVICES ACCORDING TO MANUFACTURER'S INSTRUCTIONS. I. INSTALL WALL PLATES FLUSH AND LEVEL. 1. INSTALL PLATES ON SWITCH, RECEPTACLE, AND BLANK OUTLETS IN FINISHED AREAS, USING JUMBO SIZE PLATES FOR OUTLETS INSTALLED IN MASONRY WALLS 2. INSTALL GALVANIZED STEEL PLATES ON OUTLET BOXES AND JUNCTION BOXES IN UNFINISHED AREAS, ABOVE ACCESSIBLE CEILINGS, AND ON SURFACE -MOUNTED OUTLETS. J. INSTALL SERVICE FITTINGS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. K. BEFORE INSTALLING RACEWAYS AND PULLING WIRE TO ANY MECHANICAL. EQUIPMENT OR KITCHEN EQUIPMENT, VERIFY ELECTRICAL CHARACTERISTICS WITH FINAL SUBMITTAL ON EQUIPMENT TO ASSURE PROPER NUMBER AND AWG OF CONDUCTORS. L UNDERGROUND CABLE AND CONDUIT INSTALLATION SHALL CONFORM TO ANSI C2 AND NEC EXCEPT AS OTHERWISE INDICATED. THE CONTRACTOR SHALL PROMPTLY REPA R ANY UTILITY LINES OR SYSTEM DAMAGED BY HIS OPERATION. THE TOP OF UNDERGROUND CONDUIT SHALL NOT BE LESS THAN 24 INCHES BELOW GRADE. THE BOTTOM OF CONDUITS TRENCH SHALL B :GRADED SMOOTH, WHERE ROCK AND SHARP EDGED MATERIAL ARE ENCOUNTERED, THE BOTTO SHALL BE EXCAVATED FOR ADDITIONAL 3 INCHES, FILLED AND TAMPED LEVEL TO THE ORIGINAL TTOM WITH SAND OR EARTH FREE FROM ROCKS AND SHARP MATERIALS. PROVIDE MAGNETIC YELL W WARNING TAPE ABOVE THE ENTIRE LENGTH OF UNDERGROUND CONDUITS TAPE SHALL BE BURIED 12" BELOW GRADE. M. SURFACES DISTURBED DURING THE INSTALLATION OF UNDERGROUND CONDUITS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. PROVIDE SOD OF QUAUTYEQUAL TO THAT REMOVED, PATCH PAVEMENT, SIDEWALK CURB, ETC. EXCAVATED MATERIAL NOT REQUIRED OR SUITABLE FOR BACKFILL SHALL BE REMOVED FROM PROJECT SITE. REMOVE WATER FROM EXCAVATION BY PUMPING OR OTHER APPROVED METHOD. BACKFILL SHALL BE FREE FROM LARGE CLODS OF EARTH OR STONES OVER 1 INCH IN ';IZE. SECTION 16400 SERVICE AND DISTRIBUTION PART 1 GENERAL 1.1 SUBMITTALS A SHOP DRAWINGS: FOR REVIEW; INDICATE CONSTRUCTION DETAILS FOR THE FOLLOWING: 1. PANELBOARDS. B. PRODUCT DATA: FOR REVIEW; PROVIDE RATINGS AND COMPONENT DETAILS FOR THE FOLLOWING: 1. ENCLOSED SWITCHES. 2. PANELBOARDS. 3. CIRCUIT BREAKERS. 4. TRANSFORMERS C. TEST REPORTS: FOR INFORMATION. D. OPERATING AND MAINTENANCE INSTRUCTIONS: FOR PROJECT CLOSEOUT; INCLUDE THE FOLLOWING: 1. PANELBOARD: SUBMIT NEMA PB 2.1. 1.2 REGULATORY REQUIREMENTS A CONFORM TO REQUIREMENTS OF NFPA 70. B. FURNISH PRODUCTS LISTED BY UL OR OTHER TESTING FIRM ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. C. CONFORM TO REQUIREMENTS OF UTILITY COMPANY. PART 2 PRODUCTS 2.1 ENCLOSED SWITCHES A MANUFACTURERS: 1. SIEMENS 2. SQUARE D B. ENCLOSED SWITCH ASSEMBLIES: NEMA KS 1; TYPE HD. 1. FUSE CLIPS: ' DESIGNED TO ACCOMMODATE CLASS R OR J FUSES. C. ENCLOSURES: TYPE 1 FOR INTERIOR LOCATIONS, TYPE 3R FOR EXTERIOR LOCATIONS. 2.2 FUSES A MANUFACTURERS: 1. FERRAZ-SHAWMUT 2. BUSSMAN B. FUSES 600 AMPERES AND LESS: CURRENT LIMITING, ONE-TIME FUSE, 250 VOLT, UL CLASS RK 1, RK 5 OR J. 2.3 PANELBOARDS A MANUFACTURERS: 1. SIEMENS 2. SQUARE D B. DISTRIBUTION PANELBOARDS: NEMA PB 1; CIRCUIT BREAKER TYPE. 1. ENCLOSURE: TYPE 1 2. PROVIDE SURFACE CABINET FRONT WITH DOOR -IN -DOOR HINGED COVER/`TRIM. 3. BUS: COPPER. 4. GROUND BUS: COPPER. 5. VOLTAGE: 120/240 VOLTS, THREE PHASE. 6. MINIMUM INTEGRATED EQUIPMENT RATING: AS INDICATED ON DRAWINGS. C. LIGHTING AND APPLIANCE BRANCH CIRCUIT PANELBOARDS: NEMA PB 1; CIRCUIT BREAKER TYPE. 1. ENCLOSURE: NEMA PB 1; TYPE 1 2. PROVIDE FLUSH OR SURFACE CABINET WITH DOOR -IN -DOOR HINGED COVER/TRIM, LOCKABLE, KEYED ALIKE. 3. BUS: COPPER BUS. 4, GROUND BUS: COPPER. 5. VOLTAGE: 120/208 VOLTS, THREE PHASE. 6. MINIMUM INTEGRATED EQUIPMENT RATING: AS INDICATED ON DRAWINGS. PART 3 EXECUTION 3.1 EXAMINATION AND PREPARATION A MAKE ARRANGEMENTS WITH UTILITY COMPANY TO OBTAIN PERMANENT ELECTRIC SERVICE TO THE PROJECT. B. PROVIDE CONCRETE PAD FOR UTILITY TRANSFORMER. PROVIDE PAD DIMENSIONS AND DETAILS TO UTILITY REQUIREMENTS. 3.2 INSTALLATION A INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. INSTALL PROPER FUSES IN EACH FUSED SWITCH. C. INSTALL PANELBOARDS AND LOAD CENTERS TO NEMA PB 1.1. 3.3 CLEANING A CLEAN EQUIPMENT FINISHES TO REMOVE PAINT AND CONCRETE SPLATTERS. 3.2 INSTALLATION - A CLEAN EQUIPMENT FINISHES TO REMOVE PAINT AND CONCRETE SPLATTERS. SECTION 13851- FIRE ALARM PART 1 - GENERAL 1.1 SUMMARY A SYSTEM DESCRIPTION: 1. NONCODED, ADDRESSABLE SYSTEM; MULTIPLEXED SIGNAL TRANSMISSION DEDICATED TO FIRE ALARM SERVICE ONLY. B. PERFORMANCE REQUIREMENTS: 1. COMPLY WITH- NFPA 72. 2. FIRE ALARM SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES: MANUAL STATIONS, HEAT DETECTORS, SMOKE DETECTORS, SPRINKLER SYSTEM WATER FLOW. 3. FIRE ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: a. ALARM NOTIFICATION APPLIANCES SHALL OPERATE CONTINUOUSLY. b. IDENTIFY ALARM AT THE FACP AND REMOTE ANNUNCIATORS. c. DE -ENERGIZE ELECTROMAGNETIC DOOR HOLDERS. d. TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING STATION. e. UNLOCK ELECTRIC DOOR LOCKS IN DESIGNATED EGRESS PATHS. f. RELEASE FIRE AND SMOKE DOORS HELD OPEN BY MAGNETIC DOOR HOLDERS. g. SHUTDOWN HEATING, VENTILATING, AND AIR-CONDITIONING EQUIPMENT. 4. SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING: a. OPEN CIRCUITS, SHORTS AND GROUNDS OF WIRING FOR INITIATING DEVICE, SIGNALING LINE, AND NOTIFICATION -APPLIANCE CIRCUITS. b. OPENING, TAMPERING, OR REMOVAL OF ALARM -INITIATING AND SUPERVISORY SIGNAL -INITIATING DEVICES. c. LOSS OF PRIMARY POWER AT THE FACP. d. GROUND OR A SINGLE BREAK IN FACP INTERNAL CIRCUITS. e. ABNORMAL AC VOLTAGE AT THE FACP. f. A BREAK IN STANDBY BATTERY CIRCUITRY. g. FAILURE OF BATTERY CHARGING. h. ABNORMAL POSITION OF ANY SWITCH AT THE FACP OR ANNUNCIATOR. 5. SYSTEM TROUBLE AND SUPERVISORY SIGNAL ACTIONS: RING TROUBLE BELL AND ANNUNCIATE AT THE FACP AND REMOTE ANNUNCIATORS AND THIRD PARTY MONITORING. 1.2 SUBMITTALS - -- A PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B. SHOP DRAWINGS: 1. SYSTEM OPERATION DESCRIPTION: DETAILED DESCRIPTION FOR THIS PROJECT, INCLUDING METHOD OF OPERATION AND SUPERVISION OF EACH TYPE OF CIRCUIT AND SEQUENCE OF OPERATIONS FOR MANUALLY AND AUTOMATICALLY INITIATED SYSTEM INPUTS AND OUTPUTS. 2, DEVICE ADDRESS LIST: COORDINATE WITH FINAL SYSTEM PROGRAMMING. 3. SYSTEM RISER DIAGRAM WITH DEVICE ADDRESSES, CONDUIT SIZES, AND CABLE AND WIRE TYPES AND SIZES. 4. WIRING DIAGRAMS: POWER, SIGNAL, AND CONTROL WIRING. INCLUDE DIAGRAMS FOR EQUIPMENT AND FOR SYSTEM WITH ALL TERMINALS AND INTERCONNECTIONS IDENTIFIED. SHOW WIRING COLOR CODE. 5. BATTERIES: SIZE CALCULATIONS. C. FIELD QUALITY -CONTROL TEST REPORTS. D. OPERATION AND MAINTENANCE DATA. E SUBMITTALS TO AUTHORITIES HAVING JURISDICTION: SUBMIT TO AUTHORITIES HAVING JURISDICTION. TO FACILITATE REVIEW, INCLUDE COPIES OF ANNOTATED CONTRACT DRAWINGS AS NEEDED TO DEPICT COMPONENT LOCATIONS. RESUBMIT IF REQUIRED TO MAKE CLARIFICATIONS OR REVISIONS TO OBTAIN APPROVAL F. DOCUMENTATION: 1. APPROVAL AND ACCEPTANCE: PROVIDE THE "RECORD OF COMPLETION" FORM ACCORDING TO NEPA 72 TO OWNER, AND AUTHORITIES HAVING JURISDICTION. 2. RECORD OF COMPLETION DOCUMENTS: PROVIDE THE "PERMANENT RECORDS" ACCORDING TO NFPA 72 TO OWNER, AND AUTHORITIES HAVING JURISDICTION. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. EXISTING FIRE ALARM PANEL SILENT KNIGHT PANEL #SK5208 2.2 MANUAL FIRE ALARM BOXES A. DESCRIPTION: UL 38 LISTED; FINISHED IN RED WITH MOLDED, RAISED -LETTER OPERATING INSTRUCTIONS IN CONTRASTING COLOR. STATION SHALL SHOW VISIBLE INDICATION OF OPERATION. MOUNTED ON RECESSED OUTLET BOX; IF INDICATED AS SURFACE MOUNTED, PROVIDE MANUFACTURER'S SURFACE BACK BOX. SINGLE-ACTION MECHANISM, PULL -LEVER TYPE. WITH INTEGRAL ADDRESSABLE MODULE, ARRANGED TO COMMUNICATE MANUAL -STATION STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP. 2.3 SYSTEM SMOKE DETECTORS A GENERAL DESCRIPTION: 1. UL 268 LISTED, OPERATING AT 24-V DC, NOMINAL. PHOTO ELECTRIC. 2. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE DETECTOR STATUS (NORMAL, ALARM, OR TROUBLE) TO THE FACP. 3. PLUG-IN ARRANGEMENT. DETECTOR AND ASSOCIATED ELECTRONIC COMPONENTS SHALL BE MOUNTED IN A PLUG-IN MODULE THAT CONNECTS TO A FIXED BASE. PROVIDE TERMINALS IN THE FIXED BASE FOR CONNECTION OF BUILDING WIRING. 4. SELF -RESTORING: DETECTORS DO NOT REQUIRE RESETTING OR READJUSTMENT AFTER ACTUATION TO RESTORE THEM TO NORMAL OPERATION. 5. INTEGRAL VISUAL -INDICATING LIGHT: LED TYPE. 2.5 HEAT DETECTORS A GENERAL: UL 521 LISTED. B. HEAT DETECTOR, FIXED -TEMPERATURE TYPE: ACTUATED BY TEMPERATURE THAT EXCEEDS A FIXED TEMPERATURE OF 190 DEG F (88 DEG C). 1. MOUNTING: PLUG-IN BASE, INTERCHANGEABLE WITH SMOKE -DETECTOR BASES. 2. INTEGRAL ADDRESSABLE MODULE: ARRANGED TO COMMUNICATE DETECTOR STATUS 3. (NORMAL, ALARM, OR TROUBLE) TO THE FACP. 2.6 NOTIFICATION APPLIANCES A COMBINATION DEVICES: FACTORY -INTEGRATED AUDIBLE AND VISIBLE DEVICES IN A SINGLE -MOUNTING ASSEMBLY. B. HORNS: ELECTRIC -VIBRATING -POLARIZED TYPE, 24-V DC; WITH PROVISION FOR HOUSING THE OPERATING MECHANISM BEHIND A GRILLE. HORNS SHALL PRODUCE A SOUND -PRESSURE LEVEL OF 90 DBA, MEASURED 10 FEET (3 M) FROM THE HORN. C. VISIBLE ALARM DEVICES: XENON STROBE LIGHTS LISTED UNDER UL 1971, WITH CLEAR OR NOMINAL WHITE POLYCARBONATE LENS MOUNTED ON AN ALUMINUM FACEPLATE. THE WORD "FIRE" IS ENGRAVED IN MINIMUM 1 -INCH- (25 -MM-) HIGH LETTERS ON THE LENS. RATED LIGHT OUTPUT: 75 CANDELA. 2.7 ADDRESSABLE INTERFACE DEVICE A DESCRIPTION: MICROELECTRONIC MONITOR MODULE LISTED FOR USE IN PROVIDING A SYSTEM ADDRESS FOR LISTED ALARM -INITIATING DEVICES FOR WIRED APPLICATIONS WITH NORMALLY OPEN CONTACTS. 2.8 WIRE AND CABLE A WIRE AND CABLE FOR FIRE ALARM SYSTEMS SHALL BE UL LISTED AND LABELED AS COMPLYING WITH NEPA 70, ARTICLE 760. B. SIGNALING LINE CIRCUITS: TWISTED, SHIELDED PAIR, NOT LESS THAN NO. 18 AWG. C. NON -POWER -LIMITED CIRCUITS: SOLID -COPPER CONDUCTORS WITH 600-V RATED, 75 DEG C, COLOR -CODED INSULATION. LOW -VOLTAGE CIRCUITS: NO. 16 AWG, MINIMUM. LINE -VOLTAGE CIRCUITS: NO. 12 AWG MINIMUM. PART 3 - EXECUTION 3.1 EQUIPMENT INSTALLATION A HVAC: LOCATE DETECTORS NOT CLOSER THAN 3 FEET FROM AIR -SUPPLY DIFFUSER OR RETURN -AIR OPENING. B. HEAT DETECTORS IN ELEVATOR SHAFTS: COORDINATE TEMPERATURE RATING AND LOCATION WITH SPRINKLER RATING AND LOCATION. 3.2 WIRING INSTALLATION A WIRING METHOD: INSTALL WIRING IN METAL RACEWAY. B. WIRING WITHIN ENCLOSURES: SEPARATE POWER -LIMITED AND NON -POWER -LIMITED CONDUCTORS AS RECOMMENDED BY MANUFACTURER. INSTALL CONDUCTORS PARALLEL WITH OR AT RIGHT ANGLES TO SIDES AND BACK OF THE ENCLOSURE. BUNDLE, LACE, AND TRAIN CONDUCTORS TO TERMINAL POINTS WITH NO EXCESS. CONNECT CONDUCTORS THAT ARE TERMINATED, SPLICED, OR INTERRUPTED IN ANY ENCLOSURE ASSOCIATED WITH THE FIRE ALARM SYSTEM TO TERMINAL BLOCKS. MARK EACH TERMINAL ACCORDING TO THE SYSTEM'S WIRING DIAGRAMS. MAKE ALL CONNECTIONS WITH APPROVED CRIMP -ON TERMINAL SPADE LUGS, PRESSURE-TYPE TERMINAL BLOCKS, OR PLUG CONNECTORS. C. CABLE TAPS: USE NUMBERED TERMINAL STRIPS IN JUNCTION, PULL, AND OUTLET BOXES, CABINETS, OR EQUIPMENT ENCLOSURES WHERE CIRCUIT CONNECTIONS ARE MADE. D. COLOR -CODING: COLOR -CODE FIRE ALARM CONDUCTORS DIFFERENTLY FROM THE NORMAL BUILDING POWER WIRING. USE ONE COLOR -CODE FOR ALARM CIRCUIT WIRING AND A DIFFERENT COLOR -CODE FOR SUPERVISORY CIRCUITS. COLOR -CODE AUDIBLE ALARM -INDICATING CIRCUITS DIFFERENTLY FROM ALARM -INITIATING CIRCUITS. USE DIFFERENT COLORS FOR VISIBLE ALARM -INDICATING DEVICES. PAINT FIRE ALARM SYSTEM JUNCTION BOXES AND COVERS RED. E. RISERS: INSTALL AT LEAST TWO VERTICAL CABLE RISERS TO SERVE THE FIRE ALARM SYSTEM. SEPARATE RISERS IN CLOSE PROXIMITY TO EACH OTHER WITH A MINIMUM 1 -HOUR -RATED WALL, SO THE LOSS OF ONE RISER DOES NOT PREVENT THE RECEIPT OR TRANSMISSION OF SIGNALS FROM OTHER FLOORS OR ZONES. F. WIRING TO REMOTE ALARM TRANSMITTING DEVICE: 1 -INCH (25 -MM) CONDUIT BETWEEN THE FACP AND THE TRANSMITTER. INSTALL NUMBER OF CONDUCTORS AND ELECTRICAL SUPERVISION FOR CONNECTING WIRING AS NEEDED TO SUIT MONITORING FUNCTION. 3.3 GROUNDING A GROUND THE FACP AND ASSOCIATED CIRCUITS; COMPLY WITH IEEE 1100. INSTALL A GROUND WIRE FROM MAIN SERVICE GROUND TO THE FACP. 3.4 FIELD QUALITY CONTROL A PERFORM THE FOLLOWNG FIELD TESTS AND INSPECTIONS AND PREPARE TEST REPORTS: 1. BEFORE REQUESTING FINAL APPROVAL OF THE INSTALLATION, SUBMIT A WRITTEN STATEMENT USING THE FORM FOR RECORD OF COMPLETION SHOWN IN NFPA 72. 2. PERFORM EACH ELECTRICAL TEST AND VISUAL AND MECHANICAL INSPECTION LISTED IN NEPA 72. CERTIFY COMPLIANCE WITH TEST PARAMETERS. 3. VISUAL INSPECTION: CONDUCT A VISUAL INSPECTION BEFORE ANY TESTING. USE AS -BUILT DRAWINGS AND SYSTEM DOCUMENTATION FOR THE INSPECTION. IDENTIFY IMPROPERLY LOCATED, DAMAGED, OR NONFUNCTIONAL EQUIPMENT, AND CORRECT BEFORE BEGINNING TESTS. 4. TESTING: FOLLOW PROCEDURE AND RECORD RESULTS COMPLYING WITH REQUIREMENTS IN NEPA 72. a. DETECTORS THAT ARE OUTSIDE T HOR MARKED SENSITIVITY RANGE SHALL BE REPLACED. B. TEST AND INSPECTION RECORDS: PREPARE ACCORDING TO NFPA 72, INCLUDING DEMONSTRATION OF SEQUENCES OF OPERATION BY USING THE MATRIX -STYLE FORM IN APPENDIX A IN NFPA 70. 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PROVIDE SILENCING BUTTON FOR AUDIBLE ALARM BUILT INTO PANEL. PANEL SHALL HAVE ADDITIONAL CONTACT FOR A REMOTE ALARM LOCATION. JUNCTION BOX WILL BE PROVIDED WITH MULTI -PIN CONNECTOR AND CORD IN LENGTHS AS REQUIRED, 25 FT. STANDARD, OPTIONAL 25 FT. INCREMENTS. LIGHTS FOR POWER, HIGH LIQUID LEVEL, OVERLOAD, AND PUMP RUN. 4. JUNCTION BOX WILL BE PROVIDED WITH MULTI -PIN CONNECTOR AND CORD IN LENGTHS AS REQUIRED; 25 FT. IS STANDARD, OPTIONAL 25FT. INCREMENTS AVAI LAB LE. 5. ALL BURIED PUMP PRESSURE DISCHARGE PIPING SHALL BE PROTECTED WITH FLOAT TAPECOAT CT CORROSION PROTECTION TAPE. 6. POWER CABLE, PROBE CABLE, HIGH LIQUID ALARM CABLE, AND PUMP ON FLOAT CABLE. 7. HIGH LIQUID ALARM FLOAT WITH CLAMP DEVICE TO MOUNT TO PUMP DISCHARGE 3IZE PIPING. „ 8. PUMP ON FLOAT. 4 9. PROVIDE STANCOR OIL MINDER SYSTEM TO SENSE HYDRAULIC FLUID AND SHUT DOWN PUMP AND PROVIDE A LOCAL AND SEND AN ALARM. 12" PROVIDE GOOSENECK (TYP.) FOR OVERFLOW OF DRYWELL PROVIDE REMOVABLE CONCRETE OR METAL CAP— CONCRETE AT GRADE LEVEL MIN. 24" PVC PIPE FILL WITH COARSE GRAVEL Q Q 0 QQQ QiaQ Q DRYWELL DETAIL NOT TO SCALE PVC CONDENSATE DRAIN LINE OR SUMP PUMP 60" (MIN.) DISCHARGE EXTERIOR WALL STANDARD GRILLE BY MANUFACTURE aeon irn ori inrn�� u�ni i c�i rrvr PTAC UNIT MOUNTING DETAIL NOT TO SCALE �UFACTURER'S 3 -BASE I�[�Aliyl_1:1 NEW DRYWELL. SEE DETAIL 2 ON SHEET M1.0 FLOOR PLAN - NEW MECHANICAL N 4' 3' 2' 1' 0' 2' 4' GRAPHIC SCALE 3/8" = V-011 PTAC UNIT SCHEDULE UNIT NO, PTAC-1 TYPE VERTICAL SERVES ELEVATOR MACHINE RM. SUPPLY AIR 400 EXTERNAL S.P. (IN. W.G.) N/A COOLING DATA Q NOMINAL CAPACITY (MBH) 11.0 ENT. AIR TEMP. (FdB/FwB) 75.0 / 62.5 LVG. AIR TEMP. (FdB/FwB) 54.3 / 54.2 HEATING DATA = NOMINAL CAPACITY (kW) 2.5 EAT/LAT (°F) 70.0 / 90.0 MINIMUM EER 11.6 VOLTS/PHASE/HERTZ 208/1/60 MANUFACTURER FRIEDRICH MODEL NO. PDE12K NOTES 1, 2 NOTES: 1. ELECTRICAL TO PROVIDE DISCONNECT. 2. 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